6.4.A rectangular beam having a width of 200 mm and a depth of 500 1 shown in Figure 6.4. Determine the maximum tensile and compress beam and the locations of these stresses. 20 kN 15 kN/m A B C D k1 m* k1.5 m -4 m- Figure 6.4

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6.4.A rectangular beam having a width of 200 mm and a depth of 500 1
shown in Figure 6.4. Determine the maximum tensile and compress
beam and the locations of these stresses.
20 kN
15 kN/m
A B
C
D
k1 m*
-1.5 m
-4 m-
Figure 6.4
Transcribed Image Text:6.4.A rectangular beam having a width of 200 mm and a depth of 500 1 shown in Figure 6.4. Determine the maximum tensile and compress beam and the locations of these stresses. 20 kN 15 kN/m A B C D k1 m* -1.5 m -4 m- Figure 6.4
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