QUESTION 4 Design data related to the action and construction material are as follows: for Variable action retail shop = 3.0 kN/m².Floor finishes, ceiling and building services = 1.5 kN/m² and Permanent Load of 4.5 kN/m². Determine the design action including maximum shear force and maximum bending moment for beam 1/A-D in Figure 4 can withstand the new variable action for retail shop. This beam also carries a 3 m high brickwall with a weight of 2.6 kN/m² 2 4500 4500 4000 167(250x460) 169(250x450) 4500 165(250x450) 4500 164250x450 1 FS1 163/250x450) 162(250x450) 1b1(250x450) FLOOR KEY PLAN ALL SLAB THICKNESS-125 THE UND (051052)941 4500 108(200x400) 1610(250x450)

QUESTION 4 Design data related to the action and construction material are as follows: for Variable action retail shop = 3.0 kN/m².Floor finishes, ceiling and building services = 1.5 kN/m² and Permanent Load of 4.5 kN/m². Determine the design action including maximum shear force and maximum bending moment for beam 1/A-D in Figure 4 can withstand the new variable action for retail shop. This beam also carries a 3 m high brickwall with a weight of 2.6 kN/m² 2 4500 4500 4000 167(250x460) 169(250x450) 4500 165(250x450) 4500 164250x450 1 FS1 163/250x450) 162(250x450) 1b1(250x450) FLOOR KEY PLAN ALL SLAB THICKNESS-125 THE UND (051052)941 4500 108(200x400) 1610(250x450)

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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