The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200 GPa; /= 1120 × 106 mm4]. If w= 64 kN/m and P= 126 kN, determine: 1.5 m B W 3.5 m P C 2.5 m D Figure Q.2 Part A: The reactions at A, B, and D. Choose the reaction force at Bas the redundant; therefore, the released beam is simply supported between A and D.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.5.2P: A steel riser pipe hangs from a drill rig located offshore in deep water (see figure). (a) What is...
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Calculate the vertical reaction at support B. When sketching FBD, assume the positive direction of all reactions in the positive direction of y axis. Enter your answer in kN to two decimal places.

c) Calculate the vertical reaction at support B. When sketching FBD, assume the positive direction of all reactions in the positive direction of yaxis. Enter your
answer in kN to two decimal places.
Transcribed Image Text:c) Calculate the vertical reaction at support B. When sketching FBD, assume the positive direction of all reactions in the positive direction of yaxis. Enter your answer in kN to two decimal places.
The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E= 200 GPa; /= 1120 × 106 mm²]. If w= 64 kN/m and P= 126 kN,
determine:
A
AY, V
1.5 m
B
W
3.5 m
P
[VI.
с
2.5 m
D
१४
Figure Q.2
Part A: The reactions at A, B, and D. Choose the reaction force at Bas the redundant; therefore, the released beam is simply supported between A and D.
Transcribed Image Text:The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E= 200 GPa; /= 1120 × 106 mm²]. If w= 64 kN/m and P= 126 kN, determine: A AY, V 1.5 m B W 3.5 m P [VI. с 2.5 m D १४ Figure Q.2 Part A: The reactions at A, B, and D. Choose the reaction force at Bas the redundant; therefore, the released beam is simply supported between A and D.
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