4a. Draw the quantitative (i.e. including values) influence line for the vertical reaction at E. A A 4 m A 4b. Draw the quantitative influence line for the internal moment at C. 4m B 4m B D 4m B 4 m 4m 4c. Draw the quantitative influence line for the internal shear just to the left of B. 4m + 4m + 4m D + D + 4m 4m 4m E
4a. Draw the quantitative (i.e. including values) influence line for the vertical reaction at E. A A 4 m A 4b. Draw the quantitative influence line for the internal moment at C. 4m B 4m B D 4m B 4 m 4m 4c. Draw the quantitative influence line for the internal shear just to the left of B. 4m + 4m + 4m D + D + 4m 4m 4m E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hand written work only pls

Transcribed Image Text:4e. Draw the qualitative (i.e. no values) Influence Line for the vertical reaction at C.
A
B
B
4f. Draw the qualitative Influence Line for internal shear midway between E and F.
A
A
B
с
A
4g. Draw the qualitative Influence Line for internal shear just to the left of C.
B
A
B
с
A
E
4h. Draw the qualitative Influence Line for internal moment at B.
4i. Draw the qualitative Influence Line for internal moment at E.
D
E
E
E
F
E
G
G
G

Transcribed Image Text:4a. Draw the quantitative (i.e. including values) influence line for the vertical reaction at E.
A
A
4 m
A
4b. Draw the quantitative influence line for the internal moment at C.
4m
B
D
4m
B
4m
4m
B
D
4c. Draw the quantitative influence line for the internal shear just to the left of B.
4m
B
4m
4m
4m
+
-8
4m
4m
D
+
4 m
D
D
ment at E is given
For a uniformly distributed Dead Load
4d. he quantitative influence line for the internal
of 3 kN/m, a concentrated Live Load of 15 kN, and a uniformly distributed Live Load of variable length of 5 kN/m,
compute the maximum positive internal moment at E for which the beam must be designed.
D
4m
+
4 m
4 m
244
4 m
E
E
E
144
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