All the options are given in KN and KN/m wherever applicable. Point A is pin support and point D is roller type support. Uniform horizontal load of 78KN/m is acting on beam AB while concentrated load of 136KN is applied at BCD. AB= 5m, BC=CD= 2m. What will be the bending moment in KN-m at joint B? Include (-) sign if negative moment. Express your answer in 2 decimal places. W wm A 4m 3m U
All the options are given in KN and KN/m wherever applicable. Point A is pin support and point D is roller type support. Uniform horizontal load of 78KN/m is acting on beam AB while concentrated load of 136KN is applied at BCD. AB= 5m, BC=CD= 2m. What will be the bending moment in KN-m at joint B? Include (-) sign if negative moment. Express your answer in 2 decimal places. W wm A 4m 3m U
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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