Use the area method. The two beams shown are connected by an internal hinge at C and are supported by a fixed support at A and a roller at D. P=262 N W1=222 N/m W2=310 N/m M=407 N.m W₁ angement. The Material i marrial by yo. u bor on behalf Universi perty Code of the Philippine & s ma ion of 60min such as been reproduced and communica of Republic Act (RA) 8293 or the "Intell rsity does not authorize you to reproduce or b it protection under RA 8293. Any reproduction an gement and the copyright owners have the right to tak 344 W₂ 2m 2m gement se the following tables as template for your solution. Shear Calculation Relation of Shear to Concentrated and Distributed Load VB-VA = Bending Moment Calculation Relation of Bending Moment to Applied Moment and Shear Diagram MB-MA= 5m V: The Shear Values (N) VA₁ = V₂ = Shear Values (N) MA= M₂ =
Use the area method. The two beams shown are connected by an internal hinge at C and are supported by a fixed support at A and a roller at D. P=262 N W1=222 N/m W2=310 N/m M=407 N.m W₁ angement. The Material i marrial by yo. u bor on behalf Universi perty Code of the Philippine & s ma ion of 60min such as been reproduced and communica of Republic Act (RA) 8293 or the "Intell rsity does not authorize you to reproduce or b it protection under RA 8293. Any reproduction an gement and the copyright owners have the right to tak 344 W₂ 2m 2m gement se the following tables as template for your solution. Shear Calculation Relation of Shear to Concentrated and Distributed Load VB-VA = Bending Moment Calculation Relation of Bending Moment to Applied Moment and Shear Diagram MB-MA= 5m V: The Shear Values (N) VA₁ = V₂ = Shear Values (N) MA= M₂ =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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