The Steel Structure detail outlines the specifications of the rigid frame, multi-floor frame, and truss structure, which are the most commonly used building structures for warehouses, workshops, multi-floor buildings, venues, stations, and Aircraft Hangars. These structures provide a strong and reliable foundation for a variety of applications.

What is the Steel structure?

Steel structures are one of the most common types of building structures due to their high strength, lightweight, excellent overall rigidity, and strong deformability. This makes them particularly suitable for large-span, super-high, and super-heavy buildings. Steel structures comprise steel beams, columns, trusses, and other components of section steel and steel plates, which are connected by welding, bolts, or rivets.

Steel Specification

Steel structure materials commonly used in different countries:

USA: ASTM A36, ASTM A572, ASTM A992, ASTM A514, ASTM A709, etc. Among them, ASTM A36 is one of the most commonly used low-carbon steel materials.
Europe: S235JR, S275JR, S355JR, S420MC, S460MC, etc. Among them, S355JR is one of the most commonly used structural steel materials.
China: Q235, Q355, Q420, Q460, Q690, etc. Q235B and Q355B are the most commonly used low-carbon steel materials.
Japan: SS400, SM490, SM520, SM570, etc. Among them, SS400 is one of the most commonly used structural steel materials.

Section steel
There are many section steel types, a solid long steel strip with a specific cross-sectional shape and size.

Angle steel
Angle steel, commonly known as angle iron, is a long strip of steel perpendicular to each other and forms an angle. There are equilateral angle steel and unequal angle steel. The two sides of an equilateral angle are equal in width. Its specifications are expressed in millimeters of side width x side width x side thickness. For example, “∠30×30×3” means equilateral angle steel with a side width of 30 mm and a side thickness of 3 mm.

Round steel
Round steel refers to a solid steel strip with a circular cross-section. Its specifications are expressed in millimeters of diameter.

Channel steel
Channel steel is a long strip of steel with a grooved cross-section.

Steel plate
It is a flat steel material with a large aspect ratio and surface area. According to the thickness, it can be divided into three types: thin plate (thickness<4mm), medium plate (thickness 4-25mm), and thick plate (thickness>25mm)

Steel pipe
It is a long strip of steel with a hollow section. According to its cross-sectional shape, it can be divided into round pipes, square pipes, hexagonal pipes,s, and various special-shaped cross-section steel pipes. According to different processing technology, it can be divided into two categories: seamless steel pipe and welded pipe.

Steel Structure Detail for Rigid Frame Structure:

The rigid portal frame structure is a single-story building made of steel with interconnecting beams and columns. It boasts a straightforward design, lightweight components, and the added benefit of having all its elements prefabricated for easy on-site assembly. These features make it ideal for various structures, including industrial and commercial warehouses, workshops, storage facilities, poultry buildings, and aircraft hangars.

The rigid frame structures can be classified into various categories, including single-span (represented by Figure a), double-span (depicted by Figure b), multi-span (represented by Figure c), cantilever steel frame (depicted by Figure d), and steel frames with adjacent frames (represented by Figure e). The connection between the columns and roof beams in multi-span rigid frames follows a hinged pattern. Single-slope roofs (illustrated by Figure f) are a common feature in these structures.

A multi-span rigid frame consisting of multiple double-slope roofs is viable (as seen in Figure G). The beam-column cross-section can be uniform or vary in size, and the columns can be either hinged or rigidly connected at the base.

Length and Width of Steel Building :

Adhering to the general principle that the length exceeds the width, using steel in a rigid frame can be optimized, reducing steel requirements and creating a more efficient bracing system. This, in turn, reduces the overall metal consumption in the bracing system.
Example 1: The size of the building is 60x50m; 60 m should use as the length and 50m as the width, that is: 60 (L) x50 (W), not 50 (L) x60 (W).

Column Distance

Standard loads’ most cost-effective column spacing is between 7.5 to 9 meters. Beyond 9 meters, the usage of steel in roof purlins and wall girts becomes excessive, leading to higher overall costs. The standard load referred to here includes a live roof load of 0.3 KN/m2 and essential wind pressure of 0.5 KN/m2. The optimal column spacing should be reduced accordingly if the load is greater. In the case of workshop buildings equipped with cranes weighing more than 10 tons, the ideal column spacing should be between 6 to 7 meters for financial reasons.

In the case of uneven column spacing, placing columns closer together at the end spans is recommended, where wind loads are stronger than the center span. Additionally, when utilizing a continuous purlin design, the end-span and mid-span tend to experience greater deflection than other spans. By using smaller end-span column spacing, the design of the roof purlins becomes more manageable and cost-effective.
Example 1: Building length = 70m
Economical column distance is available: 1 @ 7 + 7 @ 8 + 1 @ 7 or 1 @ 8 + 6 @ 9 + 1 @ 8
Example 2: Building length = 130m, with a 10-ton crane
Economical column distance is preferable: 1 @ 5.5 + 17 @ 7 + 1 @ 5.5 or 20 @ 6.5

Determination of a reasonable span

The span of a metal building is largely determined by its intended use and production processes. Some owners may even request that the manufacturer determine a more economical span based on the specific requirements of the building. A reasonable span should be determined based on the height of the steel building. When the column height and load remain constant, increasing the span can save space, minimize foundation costs, and provide overall cost benefits, despite a slight increase in steel consumption for the rigid frame.

Calculations show that when the eaves height is 6 meters, the column spacing is 7.5 meters, and the load conditions are consistent, the steel consumption of the rigid frame (made of Q355B steel) ranges from 10-15 kg/m2 for widths between 18-30 meters. For rigid frame units between 21-48 meters, the steel consumption is 12-24 kg/m2. In cases where the eave’s height is 12 meters, and the width exceeds 48 meters, using a multi-span rigid frame with a sway column set in the middle can result in savings of over 40%. Therefore, choosing a more economical span based on specific requirements is recommended when designing a rigid portal structure rather than aiming for a large one.

Steel Structure Detail-Roof slope

The roof slope is determined based on several factors, including the roof structure, the slope length for drainage, and the height of the columns. Typically, roof slopes range from 1/10 to 1/30. Research has shown that different roof slopes significantly impact the amount of steel used in rigid steel frames. The following results are based on calculations and analysis of steel consumption under different roof slopes, with a single span of 42 meters and an eaves height of 6 meters.

The weight of a frame structure with a roof slope of 0.5:10 is 3682 kg, while that of a frame with a roof slope of 1:10 is 3466 kg. A frame with a roof slope of 1.5:10 weighs 3328 kg, and a roof slope of 2:10 weighs 3240 kg.

Therefore, for a single-span rigid frame, a way to reduce its weight is to increase the roof slope, as a larger slope means less steel is required. However, this does not hold for a multi-span frame. A steep slope will increase the metal used in the frame, resulting in a longer inner column.

When the span of a building is substantial, increasing the incline can reduce the deflection of the roof steel beam. Based on research and calculations, the most economical slopes are as follows:

For multi-span buildings: 1:20
For single spans less than 45 meters: 0.5:10
For single spans less than 60 meters: 1.5:10
For single spans over 60 meters: 2:10
It’s worth noting that the presence of a parapet wall also influences the roof slope. A steep slope will increase the cost of the parapet wall.

Steel Structure detail-Eave Height

The eave height plays a crucial role in determining the cost of a prefab steel building, affecting various aspects such as:

• Increasing the eave height increases the wall cladding, wall girt, and steel usage for columns.
• Without lateral bracing, the eave height has a more profound impact on the frame weight, resulting in increased wind load. If the height/building width ratio is above 0.8, changing the column foot from hinged to rigid may be necessary to control lateral displacement.

The eave height is determined by several factors, including:

• Required height at the eave.
• The net height of the mezzanine structure and the height of the mezzanine beam when present.
• The height of the crane beam and crane hook when a crane is available.

The temperature section of prefab steel buildings is subject to specific guidelines. The code stipulates that the maximum length of the building cannot exceed 300 meters, and its width must not exceed 150 meters. The building’s design determines the first temperature-segmented expansion joint’s placement. It can be arranged as a double-column setup (as illustrated in Figure a) or a single-column expansion joint with slotted holes connected to the purlin (Figure b).

Steel Structure Detail-Bracing

(A) The uses of the Bracing
The use of bracing in the longitudinal structure of a portal frame is crucial for the overall stability and functionality of the building. A comprehensive bracing system must be implemented to form a cohesive spatial structural system. The frame’s rigidity ensures the lateral stability of the lightweight portal frame in the width direction, which helps it resist lateral loads effectively.

The longitudinal structure of a portal frame is susceptible to instability in the length direction due to its weak stiffness. Installing bracing in the longitudinal direction is imperative to ensure its longitudinal stability. The bracing system must withstand various forces, including longitudinal wind loads, crane braking forces, earthquake forces, and temperature changes. When calculating the strength of the brace, the joints are typically treated as hinges, and the impact of eccentricity is ignored. The bracing system design considers the support provided by tie beams, making a two-way arrangement the preferred solution.

(B) Common types of bracing
Figure 3-3 shows the standard configuration of roof bracing and how wind loads are transferred onto the gable wall. Figure 3-4 showcases the typical bracing systems between columns in portal frames. A longitudinal structure may be considered when the bracing systems cannot be used due to the building’s design, functional requirements, or equipment placement. In this scenario, utilizing the bending stiffness of the column’s weak axis is important.

Stee Structure Detail-Basic principles of bracing settings

• Column bracing should be installed on the same span as the roof bracing. In cases where the door opening on the wall prevents this, the column bracing can be placed on the neighboring span.
• The distance between bracings should not exceed five spans. When no crane is available, a distance of 30 to 45 meters should be maintained. However, the distance should not exceed 60 meters when a crane is present.
• The roof bracing should be divided along the ridge line (Figure 3-3).

The following situations need to consider the installation of vertical-horizontal roof bracing.

• In the event of a removed column (when one or more columns are removed within the column network), longitudinal bracing will suffice, as depicted in Figure 3-5a.
• When the distance between columns is substantial, a false wall frame column may be used, as illustrated in Figure 3-5b.
• This will also be considered if the crane has a capacity of over 15 tons.

For buildings with widths exceeding 60m, it is advisable to reinforce the columns with additional bracing. In the absence of cross bracing, alternative bracing forms illustrated in Figures 3-4b and 3-4c can be employed. An alternative approach would be to augment the section size of the roof bracing or the column bracing without additional internal pillar support. However, in this scenario, it is critical to perform precise calculations of internal forces to guarantee the safety of the bracing system.

It is not advisable to combine different types of bracing within the same column, as this can result in suboptimal performance. The bracing with lower stiffness will not be able to withstand the necessary forces, while the bracing with higher rigidity will be subjected to excessive stress and risk damage. To ensure optimal functioning, it is recommended to use cross braces as the primary form of column bracing.

In the following cases, the column bracing needs to be layered.

1. For structures with high-low spans or large rain canopies, it is necessary to incorporate a double layer of bracing between columns at these locations, as shown in Figure 3-6a.
2. Double-layer column bracing can be installed for structures with eave heights exceeding 9m, with the bracing angle included. The angle between the cross-bracing and the horizontal plane should be approximately 45° and not exceed 55°. The upper and lower bracing should be placed between columns. In end-opening rooms, it may be desirable to omit the lower bracing to reduce stress on the crane beam due to temperature changes, as shown in Figure 3-6b.

Round steel, angle steel, or round (square) pipe can be used for Column Cross Bracing.

For column bracing subjected to significant internal forces or cranes with a lifting capacity exceeding 5 tons, steel rod bracing is inadequate. In these scenarios, it is recommended to use angle steel or round (square) pipes as the column bracing material.

Steel Structure detail – use and setting of the flange bracing.

The primary purpose of the flange brace is to ensure the stability of both the beam’s lower flange and the column’s inner flange. It is attached to the lower flange of the beam on one end and the purlin on the other. For proper implementation, see Figure 3-7.

Steel Structure detail for Multi-floor Steel Frame Structure

The multi-layer steel frame structure is a unique alternative to traditional brick-concrete and concrete structures. During construction, steel serves as the primary load-bearing system.

The steel frame structure consists of frame beams, columns, beam-column connections, composite flooring made of profiled steel sheets, and a solid foundation.

The flooring system employs both primary and secondary beams and composite flooring. As a result, installing the steel floor deck, binding floor reinforcements, and concrete pouring must all be done on-site.

Connection Type for Steel Frame Structure

The steel frame structure is joined using several connection techniques, including rigid, bolted, and welded connections. This not only facilitates swift construction on site but also ensures the quality of the structure. The combination of hinges and welding is often used to connect the primary and secondary beams, enhancing the stability of the overall design.

Node type mainly includes beam-to-column, beam-to-beam, column-to-column, and connection nodes at the foot of a column.

Steel Structure Detail for Truss Structure

Truss structures are a prevalent form in metal construction, frequently utilized in large public structures such as stadiums, railway stations, and airports. This structural form has seen increased use in recent years with the rapid advancement of high-speed railways and intercity transit stations. Truss structures boast several key features, including wide spans, versatile shapes, and ample design options.

Steel trusses typically consist of chords, webs, and gusset plates. Various types of steel trusses are available, depending on the materials utilized for the structural members. Some common types include steel pipe trusses, H-shaped steel trusses, box-section trusses, and angle steel trusses.

1. Angle Steel Truss

Angle steel trusses are commonly used in roofing systems and are popular for industrial buildings such as factories and warehouses. This truss typically consists of a T-shaped section welded together using double-angle steel.

2. Steel pipe truss:

The steel pipe truss is composed of round pipes, square tubes, and rectangular tubes. The connection between the pipes is achieved by intersecting them.

3. H-shaped steel truss:

The H-shaped steel truss has H-shaped steel elements for both the chords and webs, or H-shaped steel for the chords and round pipes, square tubes, or rectangular tubes for the webs.

4. Box-shape steel truss:

The box-shaped steel truss features box-shaped chords and webs, or box-shaped chords with round pipes, square tubes, or rectangular tubes as the webs. The webs and chords are connected through intersecting when the webs are round pipes, square tubes, or rectangular tubes.

Steel Structure Design

Confirm the size:

First, you need to determine the dimensions of the building, including length, width, and height. For portal steel frame structures, the size of each floor also needs to be determined. Generally speaking, the height of the portal steel frame structure should not exceed 18 meters.

Layout axis:

Design the axis spacing according to the size of the building, and design the column network according to the length and width. For example, the economic column spacing for portal steel frames is about 7.5 meters, and the span is between 18 and 24 meters. If the span is large, consider using a truss structure.

Calculate the load:

Loads are categorized by time as permanent loads (dead loads) and variable loads (live loads).
Dead load refers to the constant load applied to the engineering structure, such as the self-weight of the structure, the additional permanent load-bearing, the weight of non-load-bearing structural components and architectural decoration components, and earth pressure.
Live loads refer to the use or occupancy loads and naturally occurring natural loads imposed on the structure by people, materials, and vehicles, such as floor live loads, roof live loads, dust loads, crane loads, wind loads, snow loads, etc. load, etc.

Structural arrangement:

When designing a portal steel frame, it is necessary to input the cross-sections of steel columns and roof beams, usually using H-shaped steel. H-shaped steel columns can be used in the frame structure below the third floor and box columns in the above three floors. The truss structure is used mainly in the roof structure, and angle steel, rectangular tube, or round tube can be used, and the column can be square or round tube columns.

Connection method:

Steel columns and roof beams adopt rigid joints in the portal steel frame. In the structure, the rigid connection is assumed between the steel column and the main beam of the floor, and the hinge joint can be used between the main beam and the second beam of the floor.

Checking calculation

Steel structure check calculation refers to the verification and inspection of the steel structure’s strength, stability, stiffness, etc., through specific calculation methods and standards to ensure the safety and stability of the steel structure.

Steel structure design standards in different countries:

United States: American steel structure design standards and specifications are formulated and issued by the American Institute of Steel Construction (AISC), including ASD (Allowable Stress Design) and LRFD (Load and Resistance Factor Design), two design methods.

Canada: Canada’s steel structure design standards and specifications are formulated and issued by the Canadian Standards Association (CSA), including S16-14 and S16S1-19.

Europe: European steel structure design standards and specifications are formulated and issued by the European Committee for Standardization (CEN), including EN 1993-1-1, EN 1993-1-5, EN 1993-1-8, EN 1993-1-10, EN 1993-1-11, EN 1993-1-12, EN 1993-1-13, EN 1993-1-14, EN 1993-1-15 and EN 1993-1-16, etc. standard.

Japan: Japan’s steel structure design standards and specifications are jointly formulated and issued by the Japanese Society of Civil Engineers (JSCE) and the Japan Iron and Steel Federation (JISF), including JIS G3101, JIS Multiple standards such as G3192, JIS G3193, JIS G3444, JIS G3466, JIS G3468, and JIS A5525.

China: China’s steel structure design standards and codes are formulated and published by the National Standardization Management Committee, including GB 50017, GB 50018, GB 50009, and GB 50011.

Features of steel structure:

1. Save steel consumption and save investment

The steel consumption of the light steel structure is generally 8~15kg/m2, and the steel consumption of the single-story light steel warehouse is 16~30kg/m2. It is close to or even lower than the steel consumption of the reinforced concrete structure under the same conditions and can Save a lot of wood, cement, and other building materials. Therefore, the steel structure can significantly reduce the self-weight of the structure, generally about 1/2~1/3 of the ordinary steel structure and 1/10~3/10 of the reinforced concrete. It saves construction funds compared to traditional reinforced concrete and ordinary steel structures.

2. Prevent leakage; the effect is ideal

The roof and wall materials of the steel structure mainly use colored profiled panels or sandwich panels, and the purlins are thin-walled C-shaped or Z-shaped steel purlins lightweight. The roof slope design of the steel structure factory building is generally 1/10~1/15. After the corrugated metal sheet is reliably connected and fixed on the steel sassafras, the rainwater can be directly discharged to the inner and outer gutters along the pressure profile and quickly drained to the sewer pipe or the outdoor ditch through the rigid plastic PVC pipe to ensure the requirements of the factory building against rainwater leakage.

3. No piling required, shortening the construction period

Due to its lightweight, the steel structure building generally only needs to use the concrete foundation under the column to meet the load-bearing requirements. As a result, the construction cycle is shortened, and the construction investment is saved.

4. Fast delivery and easy installation

The materials used for the steel structure are all conventional. There are also many manufacturers of profiled plates and accessories used in the enclosure system, as well as C-shaped and Z-shaped steel purlins. Generally, a single-story factory building or warehouse of about 10,000 m2 only needs 3 to 4 purlins from design to delivery. It can shorten the construction period by half or even more than a factory building with a reinforced concrete structure.

5. The appearance is beautiful, and the interior is empty

The color of the steel buildings can be selected according to the needs, adjusted, and combined at will. Roof profiled panels especially colored profiled panels for walls, have the characteristics of light weight, high efficiency, bright colors, and beautiful shapes. In addition to being mainly used as a wall, it also has the function of a decorative panel.