For a pedestrian bridge bottom chord, choose a 9 meter -long W12 section of A992 steel to support a tensile service dead load of 580 kN and a tensile service live load of 489 kN., As shown in the figure, the member is to have two lines of bolts in each flange for 22 mm bolts (at least three in a line 100mm on center). Fy- 345 MPa, Fu - 448 MPa. to 100 mm 100 mm

For a pedestrian bridge bottom chord, choose a 9 meter -long W12 section of A992 steel to support a tensile service dead load of 580 kN and a tensile service live load of 489 kN., As shown in the figure, the member is to have two lines of bolts in each flange for 22 mm bolts (at least three in a line 100mm on center). Fy- 345 MPa, Fu - 448 MPa. to 100 mm 100 mm

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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