The beam AB is attached to the wall in the xz plane by a fixed support at A. A force of F = (−155₁ + 56.0ĵ + 313) N is applied to the end of the beam at B. The weight of the beam can be modeled with a uniform distributed load of intensity w = 80.0 N/m acting in the negative z direction along its entire length. Find the support reactions at A. Z C A b a F B y BY NC SA 2016 Eric Davishahl X Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 7.60 m b 4.30 m с 5.00 m A = 32 + MA- 3+ + E k) N k) N-
The beam AB is attached to the wall in the xz plane by a fixed support at A. A force of F = (−155₁ + 56.0ĵ + 313) N is applied to the end of the beam at B. The weight of the beam can be modeled with a uniform distributed load of intensity w = 80.0 N/m acting in the negative z direction along its entire length. Find the support reactions at A. Z C A b a F B y BY NC SA 2016 Eric Davishahl X Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 7.60 m b 4.30 m с 5.00 m A = 32 + MA- 3+ + E k) N k) N-
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Transcribed Image Text:The beam AB is attached to the wall in the xz plane by a
fixed support at A. A force of
F = (−155₁ + 56.0ĵ + 313) N is applied to the end of
the beam at B. The weight of the beam can be modeled with
a uniform distributed load of intensity w = 80.0 N/m acting in
the negative z direction along its entire length. Find the
support reactions at A.
Z
C
A
b
a
F
B
y
BY NC SA
2016 Eric Davishahl
X
Values for dimensions on the figure are given in the following
table. Note the figure may not be to scale.
Variable Value
a
7.60 m
b
4.30 m
с
5.00 m
A
=
32
+
MA-
3+
+
E
k) N
k) N-
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