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Civil Engineering
ACTIVITY I - MA KE A PRESENTATION A. THE FLOOR SYSTEM OF A CYMNASIUM CONCISTE OF G INCHES THICK CONCRETE SAB RESTING ON FIVE STEEL BEAMS (A=9,100nm) mm THAT IN TURN, ARE SUPPORTED BY TWO STEEL GIRDERS (A:25,6009 AS SHOWN N THE FICURE. DETERMINE THE DEAD LOPDS ACTING ON BEAM CH AND THE TOTAL DEAD LOAD OR GIRDER AE. Steel floor þeam Stel Grder steel column 6" concrele dab 5m Sm

ACTIVITY I - MA KE A PRESENTATION A. THE FLOOR SYSTEM OF A CYMNASIUM CONCISTE OF G INCHES THICK CONCRETE SAB RESTING ON FIVE STEEL BEAMS (A=9,100nm) mm THAT IN TURN, ARE SUPPORTED BY TWO STEEL GIRDERS (A:25,6009 AS SHOWN N THE FICURE. DETERMINE THE DEAD LOPDS ACTING ON BEAM CH AND THE TOTAL DEAD LOAD OR GIRDER AE. Steel floor þeam Stel Grder steel column 6" concrele dab 5m Sm

Structural Analysis
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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span of beam af is 6 meters. Thank you.

ACTNITY I - MA KE A PRESENTATION A. THE FLOOR SYSTEM CF A CYMNASIUM CONCISTe OF G INCHES - THICK CONCRETE SAB RECTING ON FIVE STEEL BEAMS (A=9,100mm) IN TURN, ARE SUPPORTED By TO STEEL GIRDERS (A- 25, 6009 mm THAT AS SHOWN IN THE FICURE DETERMINE THE DEAD LOPDS ACTING ON BEAM CH AND THE TOTAL DEAD LOAD OR GIRDER AE. Steel, floor beam Stel Grder steel column 6" concrete dab 5m B CLASSIFY AND DETER MINE HFE NOETERMINACY (MODULE 2) + SEE ATTA CHED PITOTO
Transcribed Image Text:ACTNITY I - MA KE A PRESENTATION A. THE FLOOR SYSTEM CF A CYMNASIUM CONCISTe OF G INCHES - THICK CONCRETE SAB RECTING ON FIVE STEEL BEAMS (A=9,100mm) IN TURN, ARE SUPPORTED By TO STEEL GIRDERS (A- 25, 6009 mm THAT AS SHOWN IN THE FICURE DETERMINE THE DEAD LOPDS ACTING ON BEAM CH AND THE TOTAL DEAD LOAD OR GIRDER AE. Steel, floor beam Stel Grder steel column 6" concrete dab 5m B CLASSIFY AND DETER MINE HFE NOETERMINACY (MODULE 2) + SEE ATTA CHED PITOTO
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