Moment connections between W-beams and HSS-columns include the consideration of multiple limit states for both shear and moment design. This document shows a step-by-step HSS moment connection example using ASDIP STEEL software.Start your ASDIP STEEL free trialHSS Moment Connection ExampleAs an example, consider the W14x34 beam connecting to the HSS10x10x3/8 column shown below. The unfactored

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Shear connections between W-beams and HSS-columns include the consideration of additional limit states in the design. This document shows a step-by-step HSS shear connection example using ASDIP STEEL software.Start your ASDIP STEEL free trialHSS Shear Connection ExampleAs an example, consider the W14x26 beam connecting to the HSS10x10x5/16 column shown below. The unfactored beam reactions include

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Web openings in beams are sometimes required to pass pipes or other utilities through the structural members. Under the presence of shear and moments, the design of web openings may be time-consuming. This document shows a step-by-step web opening example using ASDIP STEEL software.Start your ASDIP STEEL free trialWeb Opening ExampleAs an example, consider the

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ASDIP STEEL 6 has been released. ASDIP STEEL is a structural engineering software for the design of steel members such as beams, columns, baseplates, anchor rods and connections. This document is a brief overview of some of the most important features included in this new version of ASDIP STEEL.Start your ASDIP STEEL free trialCircular Base

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ASDIP RETAIN is a structural engineering software for design of retaining walls. ASDIP RETAIN includes the design of top-restrained retaining walls, also called basement walls, based on the latest ACI 318 and AASHTO provisions.The design of retaining walls may become time-consuming, since the calculations involve multiple load types and combinations, fixity conditions, and the application of

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ASDIP WOOD is a structural engineering software for design of wood members. It includes a module for Bearing Wall Design based on the latest NDS provisions, which calculates the adjusted design values for the required types of stresses, and shows the design ratios accordingly.But how do you enter the information in the program? How do

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