Question 5 "|\ kip-ft 60 A 2 ft B 10 kips/ft Ţ↓↓ 7 ft CO Use the graphical method or method of sections to construct the shear-force and bending-moment diagrams for the beam shown. 5 kips Answer the followings requested items : 1- Maximum positive bending moment (in Kipsft, 3sigs, N/A for not applicable, normal rounding) Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. 2- Maximum negative bending moment (in kipsft, 3sigs, N/A for not applicable, normal rounding) 3- Maximum positive shear force (in Kips, 3sigs, N/A for not applicable, normal rounding) 2 ft 4-Maximum negative shear force (in Kips, 3sigs, N/A for not applicable, normal rounding) D X

Question 5 "|\ kip-ft 60 A 2 ft B 10 kips/ft Ţ↓↓ 7 ft CO Use the graphical method or method of sections to construct the shear-force and bending-moment diagrams for the beam shown. 5 kips Answer the followings requested items : 1- Maximum positive bending moment (in Kipsft, 3sigs, N/A for not applicable, normal rounding) Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. 2- Maximum negative bending moment (in kipsft, 3sigs, N/A for not applicable, normal rounding) 3- Maximum positive shear force (in Kips, 3sigs, N/A for not applicable, normal rounding) 2 ft 4-Maximum negative shear force (in Kips, 3sigs, N/A for not applicable, normal rounding) D X

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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