The given BEAM carry: - a uniform LL of 6.5 kN/m - concentrated LL of 15 kN - 4 kN/m DL Solve for the maximum shear at F Moment (+M and -M) at E A 2m B 6m C D uwu →→→→→→→→→ 2m 4m E F 2m
The given BEAM carry: - a uniform LL of 6.5 kN/m - concentrated LL of 15 kN - 4 kN/m DL Solve for the maximum shear at F Moment (+M and -M) at E A 2m B 6m C D uwu →→→→→→→→→ 2m 4m E F 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Influence line diagram for shear force at F and its ordinate values
VIEWStep 2: Load pattern for maximum shear force at F
VIEWStep 3: Influence line diagram for bending moment at E
VIEWStep 4: Load pattern and value for the maximum positive bending moment at E
VIEWStep 5: Load pattern and value for the maximum negative bending moment at E
VIEWStep by step
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