PROBLEM 3 THE BUILDING IN FIG. P1.1 IS USED FOR LIGHT STORAGE SPACE. THE SLAB IS 250 MM. THICK. THE BEAMS ARE 400 MM. WIDE AND HAVE A TOTAL DEPTH OF 500 MM, THE BAY DIMENSIONS ARE 6M IN THE X DIRECTION AND 7.5 M IN THE Y DIRECTION, AND THE CUPERIMPOSED SPRINKLER DEAD LOAD IS 0-25 KPA. CALCULATE THE SLAB FACTORED LOAD IN KPA AND THE BEAM FACTORED LOAD IN KN/M. SOLUTION:

PROBLEM 3 THE BUILDING IN FIG. P1.1 IS USED FOR LIGHT STORAGE SPACE. THE SLAB IS 250 MM. THICK. THE BEAMS ARE 400 MM. WIDE AND HAVE A TOTAL DEPTH OF 500 MM, THE BAY DIMENSIONS ARE 6M IN THE X DIRECTION AND 7.5 M IN THE Y DIRECTION, AND THE CUPERIMPOSED SPRINKLER DEAD LOAD IS 0-25 KPA. CALCULATE THE SLAB FACTORED LOAD IN KPA AND THE BEAM FACTORED LOAD IN KN/M. SOLUTION:

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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