Problem 2 1.2 m Size W 4 x W 5 x x 0.6 m X For Each beam, assume an allowable stress of 440 MPa. And, assume a cross sectional area as shown below: 12 kN/m Weight Per Ft. 6 kN/m 13.000 16.000 19.000 1.2 m WIDE FLANGE BEAM Carbon - Stainless - Alloy-Aluminum texasironandmetal.com Do Wide Flange Beam . H Beam (A) (B) Section Web Depth In. Thk. 0.280 4.160 5.010 0.260 5.150 0.270 I T (C) (D) Flange Flange Width Thk. 4.060 0.375 5.000 0.360 5.030 0.430 TEXAS IRON & METAL SUPPLY ON DEMAND 713.672.7595 800.839.4766 Fax 713.672.0653 texasironandmetal.com 4.16 in = 416 2*0.375 -3.4in. O " 4.060 in thickness= 0.375 n. thickness=0.280 in. thickness = 0.375 in.
Problem 2 1.2 m Size W 4 x W 5 x x 0.6 m X For Each beam, assume an allowable stress of 440 MPa. And, assume a cross sectional area as shown below: 12 kN/m Weight Per Ft. 6 kN/m 13.000 16.000 19.000 1.2 m WIDE FLANGE BEAM Carbon - Stainless - Alloy-Aluminum texasironandmetal.com Do Wide Flange Beam . H Beam (A) (B) Section Web Depth In. Thk. 0.280 4.160 5.010 0.260 5.150 0.270 I T (C) (D) Flange Flange Width Thk. 4.060 0.375 5.000 0.360 5.030 0.430 TEXAS IRON & METAL SUPPLY ON DEMAND 713.672.7595 800.839.4766 Fax 713.672.0653 texasironandmetal.com 4.16 in = 416 2*0.375 -3.4in. O " 4.060 in thickness= 0.375 n. thickness=0.280 in. thickness = 0.375 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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