PROBLEM 4THE ROOF ON THE BUILDING IN FIG. P1.1 HAS A SLAB THAT IS 175 MM. THICK.THE BEAMS ARE 300 MM WIDE AND HAVE TOTAL DEPTH OF 400 MM THE BAY DIMENSIONSAREIN THE X DIRECTION AND 6.5 M IN Y DIRECTION, AND THESERVICE DEAD LOAD IS 0.30 KPA. CALCULATE THE CLAB FACTORED LOAD IN KPA ANDSUPERIMPOSEDTHE BEAM FACTORED LOAD IN KN|M. FIGURE P1.1Building plan and elevationA(0)bays @ x'-xx-7 bays @y'-yy".=====================

Answered: Image /qna-images/answer/7b332cdc-91e5-4999-9b1d-1ed1ef379f50.jpg

PROBLEM 4 THE ROOF ON THE BUILDING IN FIG. P1.1 HAS A SLAB THAT IS 175 MM. THICK. THE BEAMS ARE 300 MM WIDE AND HAVE TOTAL DEPTH OF 400 MM THE BAY DIMENSIONS ARE GM IN THE X DIRECTION AND 6.5 M IN Y DIRECTION, AND THE SUPERIMPOSED SERVICE DEAD LOAD IS 0.30 KPA. CALCULATE THE CLAB PACTORED LOAD IN KPA AND THE BEAM FACTORED LOAD IN KN/M.

PROBLEM 4 THE ROOF ON THE BUILDING IN FIG. P1.1 HAS A SLAB THAT IS 175 MM. THICK. THE BEAMS ARE 300 MM WIDE AND HAVE TOTAL DEPTH OF 400 MM THE BAY DIMENSIONS ARE GM IN THE X DIRECTION AND 6.5 M IN Y DIRECTION, AND THE SUPERIMPOSED SERVICE DEAD LOAD IS 0.30 KPA. CALCULATE THE CLAB PACTORED LOAD IN KPA AND THE BEAM FACTORED LOAD IN 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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