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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Please help with problem 2

Given: Following Bars/Beams.
Required: Construct displacement, shear, and moment diagrams for each case.
Problem 1
Problem 2
min
1.2
m
Size
W
W
x 0.6
m
4 x
5 x
X
6m
p=-k sin
12 kN/m
Carbon - Stainless - Alloy- Aluminum
texasironandmetal.com
6 kN/m
For Each beam, assume an allowable stress of 440 MPa. And, assume a cross sectional area as
shown below:
(2πχ
sin (²x)
L
1.2
m
WIDE FLANGE BEAM
I
Wide Flange Beam . H Beam
(A)
(B)
Weight Section Web
Per Ft. Depth In. Thk.
13.000 4.160 0.280
16.000
19.000
5.010
0.260
5.150
0.270
(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
4.16-
2*0.375
-3.41 in.
4.060 in
thickness
0.375 in.
thickness=0.280 in.
thickness
= 0.375 in.
Transcribed Image Text:Given: Following Bars/Beams. Required: Construct displacement, shear, and moment diagrams for each case. Problem 1 Problem 2 min 1.2 m Size W W x 0.6 m 4 x 5 x X 6m p=-k sin 12 kN/m Carbon - Stainless - Alloy- Aluminum texasironandmetal.com 6 kN/m For Each beam, assume an allowable stress of 440 MPa. And, assume a cross sectional area as shown below: (2πχ sin (²x) L 1.2 m WIDE FLANGE BEAM I Wide Flange Beam . H Beam (A) (B) Weight Section Web Per Ft. Depth In. Thk. 13.000 4.160 0.280 16.000 19.000 5.010 0.260 5.150 0.270 (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 4.16- 2*0.375 -3.41 in. 4.060 in thickness 0.375 in. thickness=0.280 in. thickness = 0.375 in.
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