Problem #1 A wide flange beam of one of the commercial bldgs in Ayala Business Center has a simple span of 15 m. and has continuous lateral supports throughout the span. Ratio of live load to dead load is 3. Properties of wide flange section Sx = 1524 x 103 mm3 Zx = 1753 x 103 mm3 Fy = 415 MPa E = 200000 MPa. 2 = 9.47 1 = 8.354 1, = 21.98 O Determine the nominal flexural strength of the beam using LRFD. ® Determine the maximum total service uniform load using LRFD. ® Determine the maximum total service uniform load using ASD.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem #1
A wide flange beam of one of the commercial
bldgs in Ayala Business Center has a simple
span of 15 m. and has continuous lateral
supports throughout the span. Ratio of live
load to dead load is 3.
Properties of wide flange section
Sx = 1524 x 103 mm³
Zx = 1753 x 103 mm3
Fy = 415 MPa
E = 200000 MPa.
%3D
2 = 9.47
= 8.354
2. = 21.98
O Determine the nominal flexural strength
of the beam using LRFD.
® Determine the maximum total service
uniform load using LRFD.
® Determine the maximum total service
uniform load using ASD.
Transcribed Image Text:Problem #1 A wide flange beam of one of the commercial bldgs in Ayala Business Center has a simple span of 15 m. and has continuous lateral supports throughout the span. Ratio of live load to dead load is 3. Properties of wide flange section Sx = 1524 x 103 mm³ Zx = 1753 x 103 mm3 Fy = 415 MPa E = 200000 MPa. %3D 2 = 9.47 = 8.354 2. = 21.98 O Determine the nominal flexural strength of the beam using LRFD. ® Determine the maximum total service uniform load using LRFD. ® Determine the maximum total service uniform load using ASD.
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