USING LRFD. CHECK THE ADEQUACY OF THE BASE PLATE (PL500x50 CENTERED ON A WI4 X 159 (d = 381mm, bf = 396mm) COLUMN. IT IS RESISTING ON A CONCRETE PEDESTAL W/ SAME AREA. USE A-50 STEEL AND CONCRETE f'c = 28 MPa. DETERMINE REQ'D BASE PLATE THICKNESS. PDL = 990 KN, Mx = 105 KN-m, My = 90 KN-m My Mx = 80 KN-m, PLL = 675 KN, = 50 kN-m

USING LRFD. CHECK THE ADEQUACY OF THE BASE PLATE (PL500x50 CENTERED ON A WI4 X 159 (d = 381mm, bf = 396mm) COLUMN. IT IS RESISTING ON A CONCRETE PEDESTAL W/ SAME AREA. USE A-50 STEEL AND CONCRETE f'c = 28 MPa. DETERMINE REQ'D BASE PLATE THICKNESS. PDL = 990 KN, Mx = 105 KN-m, My = 90 KN-m My Mx = 80 KN-m, PLL = 675 KN, = 50 kN-m

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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