Solving the frame shown (Fig. 2), consider supports A, C and E as embedded. Draw the shear force and bending moment diagrams, using: a) Slope-Deflection Method b) Moment Distribution Method (Cross) Consider:P1 = 14.6 kN , P2 = 19.6 kN ω1 = 13.9 kN/m , ω2 = 17.7 kN/m Solving the frame shown (Fig. 2), consider supports A, Cand E as embedded. Draw the shear force and bendingmoment diagrams, using:a) Slope-Deflection Methodb) Moment Distribution Method (Cross)Consider:14.6 KND13.9 kN/m4 m17.7 kN/mP1 = 14.6 KNP2 = 19.6 KNw1 = 13.9 kN/mw2 = 17.7 kN/m19.6 kNB3 m4 mFig. 2Ε

Step 1: Slope-Deflection Method 1. Calculate Fixed-End Moments (FEM): - For Span DE (Uniform Load…

Solving the frame shown (Fig. 2), consider supports A, C and E as embedded. Draw the shear force and bending moment diagrams, using: a) Slope-Deflection Method b) Moment Distribution Method (Cross) Consider: 14.6 KN D 13.9 kN/m 4 m 17.7 kN/m P1 = 14.6 KN P2 = 19.6 KN w1 = 13.9 kN/m w2 = 17.7 kN/m 19.6 kN B 3 m 4 m Fig. 2 Ε

Solving the frame shown (Fig. 2), consider supports A, C and E as embedded. Draw the shear force and bending moment diagrams, using: a) Slope-Deflection Method b) Moment Distribution Method (Cross) Consider: 14.6 KN D 13.9 kN/m 4 m 17.7 kN/m P1 = 14.6 KN P2 = 19.6 KN w1 = 13.9 kN/m w2 = 17.7 kN/m 19.6 kN B 3 m 4 m Fig. 2 Ε

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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