In a multi-story portal frame, how does increasing the number of stories affect the moment distribution in the frame?
The moments in the lower stories increase, while the upper stories experience lesser moments
In a multi-story portal frame, the distribution of moments through the structure is influenced by how forces are distributed across different levels of the frame. The correct answer to the problem statement is: The moments in the lower stories increase, while the upper stories experience lesser moments. Let us understand why this is the case, step by step:
Thus, when the number of stories in a portal frame is increased, the moment distribution changes such that lower stories take on higher moments than the upper stories. This phenomenon is largely due to the stiffness and load transfer characteristics of the frame's material and the structural integrities involved.
When reactions are found graphically for a simply supported beam with vertical point loads, the length of the reaction vector is proportional to:
In a homogenous and prismatic continuous beam under uniformly distributed load, the bending moment at an intermediate support is:
(Consider that the length of each intermediate span measures the same.)
A simply supported beam has a span of 6 m with an overhang of 4 m. A uniformly distributed load (UDL) of 6 kN/m acts over the overhang length of 4 m. What is the reaction at the nearest support?
The bending moment diagram (BMD) for a simply supported beam carrying a uniformly distributed load over its entire span is:
Clapeyron's theorem is also know as the theory of -
The Maxwell’s reciprocal theorem applies to
In the slope deflection method, the equations are derived using-
Find the deflection of the free end of a cantilever beam carrying a concentrated load P at the free end.
The moment distribution method in structural analysis is also called as-