100 KN 60 kN 3m J G 4m 3m 40KN D 3m A Second Level: 100 KN 1.5m H B First Level: 100 KN 3m 60KN 1.5m 2 4V = 160 V = 40 KN 2V = 80 KN ..The horizontal reactions at A, B, and C are 40 kN, 80 kN, and 40 kN, respectively, all directed to the left. Calculate column moments, girder shears and moments and girder and column axial forces by dividing the frame into independent portals. Then draw the shear and moment diagrams of all girders and columns. V Let: ΣFv = 0: 2V + V + V = 100 4V = 100 V = 25 KN 2V = 50 kN 4m C 2V V V = shear at the exterior column 2V shear at the interior column

100 KN 60 kN 3m J G 4m 3m 40KN D 3m A Second Level: 100 KN 1.5m H B First Level: 100 KN 3m 60KN 1.5m 2 4V = 160 V = 40 KN 2V = 80 KN ..The horizontal reactions at A, B, and C are 40 kN, 80 kN, and 40 kN, respectively, all directed to the left. Calculate column moments, girder shears and moments and girder and column axial forces by dividing the frame into independent portals. Then draw the shear and moment diagrams of all girders and columns. V Let: ΣFv = 0: 2V + V + V = 100 4V = 100 V = 25 KN 2V = 50 kN 4m C 2V V V = shear at the exterior column 2V shear at the interior column

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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