The lateral braces are as shown. Determine the nominal moment capacities of w12x62 beam section and check the adequacy of the section. Use ASD, A-50 steel and elastic analysis. The loads are as follows: WDL=50 kN/m and WLL-40 kN/m. Evaluate the shear of the beam. WJ ↓↓↓↓…….. B 4500 4500 0 C 4000 D 4000 L
The lateral braces are as shown. Determine the nominal moment capacities of w12x62 beam section and check the adequacy of the section. Use ASD, A-50 steel and elastic analysis. The loads are as follows: WDL=50 kN/m and WLL-40 kN/m. Evaluate the shear of the beam. WJ ↓↓↓↓…….. B 4500 4500 0 C 4000 D 4000 L
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Introduce the problem statement
VIEWStep 2: Determine the design load
VIEWStep 3: To determine fixed end moment and distribution factor for analysis of beam
VIEWStep 4: To determine support moments and drawing free body diagram of beam
VIEWStep 5: Determine design moment for beam
VIEWStep 6: Determine coefficient Cb for beam AB
VIEWStep 7: Check the adequacy of the section
VIEWStep 8: Evaluate Shear of the beam
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