nigunt. mit signt is connected to the wall by a pin at ♬ and also supported by member BE. Support member BE is also constructed from 7 mm thick plate steel and is connected by pins at B and E respectively. Determine the reaction forces at A and E. Enter your answers in Cartesian components. The weights of both the sign ABCD and member BE should be accounted for in the calculation. Assume the pins are located a distance cm away from the ends at each connection. W 2 t W Ⓒi30 BY NC SA 2016 Eric Davishahl a b E C -a- W. Variable Value 2.90 m 3.77 m 2.18 m B y₁ C Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. D h

Structural Analysis
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Chapter2: Loads On Structures
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figure. me signt is connected to the wall by a pin at ♬ and also
supported by member BE. Support member BE is also
constructed from 7 mm thick plate steel and is connected by
pins at B and E respectively. Determine the reaction forces at
A and E. Enter your answers in Cartesian components. The
weights of both the sign ABCD and member BE should be
accounted for in the calculation. Assume the pins are located a
distance cm away from the ends at each connection.
W
2
W
23:51
W
a
b
E
Variable Value
с
h
cc 030
BY NC SA
2016 Eric Davishahl
W
W-
B
Values for dimensions on the figure are given in the following
table. Note the figure may not be to scale.
2.90 m
3.77 m
2.18 m
3.02 m
9.50 cm
The reaction at A is A = 0
0
x N.
The reaction at Eis E =
N.
C
D
î+
xi+
W
h
Transcribed Image Text:wamap.org figure. me signt is connected to the wall by a pin at ♬ and also supported by member BE. Support member BE is also constructed from 7 mm thick plate steel and is connected by pins at B and E respectively. Determine the reaction forces at A and E. Enter your answers in Cartesian components. The weights of both the sign ABCD and member BE should be accounted for in the calculation. Assume the pins are located a distance cm away from the ends at each connection. W 2 W 23:51 W a b E Variable Value с h cc 030 BY NC SA 2016 Eric Davishahl W W- B Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. 2.90 m 3.77 m 2.18 m 3.02 m 9.50 cm The reaction at A is A = 0 0 x N. The reaction at Eis E = N. C D î+ xi+ W h
W
23:51
A sign ABCD is constructed from 7 mm thick plate steel
(density p=8000 kg/m³) with the geometry shown in the
figure. The sign is connected to the wall by a pin at A and also
supported by member BE. Support member BE is also
constructed from 7 mm thick plate steel and is connected by
pins at B and E respectively. Determine the reaction forces at
A and E. Enter your answers in Cartesian components. The
weights of both the sign ABCD and member BE should be
accounted for in the calculation. Assume the pins are located a
distance cm away from the ends at each connection.
W
2
W
a
b
с
h
080
2016 Eric Davishahl
A
E
W
Variable Value
·a·
W-
B
2.90 m
3.77 m
2.18 m
3.02 m
9.50 cm
wamap.org
Values for dimensions on the figure are given in the following
table. Note the figure may not be to scale.
→
The reaction at A is A = 0
0
x N.
The reaction at E is E =
Y₁
-b-
D
xi+
î+
W
h
Transcribed Image Text:W 23:51 A sign ABCD is constructed from 7 mm thick plate steel (density p=8000 kg/m³) with the geometry shown in the figure. The sign is connected to the wall by a pin at A and also supported by member BE. Support member BE is also constructed from 7 mm thick plate steel and is connected by pins at B and E respectively. Determine the reaction forces at A and E. Enter your answers in Cartesian components. The weights of both the sign ABCD and member BE should be accounted for in the calculation. Assume the pins are located a distance cm away from the ends at each connection. W 2 W a b с h 080 2016 Eric Davishahl A E W Variable Value ·a· W- B 2.90 m 3.77 m 2.18 m 3.02 m 9.50 cm wamap.org Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. → The reaction at A is A = 0 0 x N. The reaction at E is E = Y₁ -b- D xi+ î+ W h
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