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.

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

Section: Chapter Questions

Problem 1P

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