The compound beam shown in Figure 2.1 has an internal hinge at point B. It is fixed (clamped) at point C and supported by a roller at point A. The length of each segment is shown in the figure. The beam is carrying a distributed load on segment AB and a concentrated load at point E. Take 4w₁ 2w2 = 8 kip/ft. = b) Calculate the internal resultant loadings (normal and shear forces and bending moment) at point D and at the midpoint of segment BE. W2 -6 ft- D hinge 6 ft W₁ - B -4 ft 5 kip + Figure 2.1 Compound beam E 4 ft

The compound beam shown in Figure 2.1 has an internal hinge at point B. It is fixed (clamped) at point C and supported by a roller at point A. The length of each segment is shown in the figure. The beam is carrying a distributed load on segment AB and a concentrated load at point E. Take 4w₁ 2w2 = 8 kip/ft. = b) Calculate the internal resultant loadings (normal and shear forces and bending moment) at point D and at the midpoint of segment BE. W2 -6 ft- D hinge 6 ft W₁ - B -4 ft 5 kip + Figure 2.1 Compound beam E 4 ft

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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