"a" kN H 3 m "b" kN C G K 3 m "c" kN B J F 4.5 m E I 5 m 4 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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10. Calculate for the shear at column CB in kN for the frame shown in Figure 4 using Portal Method. Use a = 15.5 kN, b = 45.5 kN, and c = 24.4 kN, Enter absolute value only.
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