Situation 12: The L-shaped frame is made from two segments, each of length L = 6m and flexural stiffnessEI = 80 (10) N/m². (w = 50kN/m)WL59. Determine the vertical displacement of point B.0.02● 0.21● 0.200.12A60. If the distributed load is 15 kN/m, what will be the vertical displacement of point B.● 0.05● 0.6● 0.06● 0.5

Given dataL shaped frame is given EI=80 x 106 N/m3a) Find vertical deflection at Bb) Find vertical…

Situation 12: The L-shaped frame is made from two segments, each of length L = 6m and flexural stiffness EI = 80 (10) N/m². (w = 50kN/m) L 59. Determine the vertical displacement of point B. ● 0.02 ● 0.21 ● 0.20 ● 0.12 60. If the distributed load is 15 kN/m, what will be the vertical displacement of point B. ● 0.05 ● 0.6 ● 0.06 ● 0.5

Situation 12: The L-shaped frame is made from two segments, each of length L = 6m and flexural stiffness EI = 80 (10) N/m². (w = 50kN/m) L 59. Determine the vertical displacement of point B. ● 0.02 ● 0.21 ● 0.20 ● 0.12 60. If the distributed load is 15 kN/m, what will be the vertical displacement of point B. ● 0.05 ● 0.6 ● 0.06 ● 0.5

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Situation 12: The L-shaped frame is made from two segments, each of length L = 6m and flexural stiffness
EI = 80 (10) N/m². (w = 50kN/m)
W
L
59. Determine the vertical displacement of point B.
0.02
● 0.21
● 0.20
0.12
A
60. If the distributed load is 15 kN/m, what will be the vertical displacement of point B.
● 0.05
● 0.6
● 0.06
● 0.5

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