The beam shown will be constructed from astandard steel W-shape using an allowablebending stress of 21.5 ksi. Assume P = 34 kips,L₁= 6.3 ft, and L₂ = 18.9 ft.(a) Determine the minimum section modulusrequired for this beam.(b) From the table below, select the lightest Wshape that can be used for this beam.(c) What is the total weight of the steel beamitself (i.e., not including the loads that arecarried by the beam)?ADesignationW24 x 9424 x 7624 x 6824 x 55L₁Wide-Flange Sections or W Shapes-U.S. Customary UnitsWebFlange FlangeArea Depth thickness widthAdthickness1byin.W21 x 6821 x 6221 x 50in.²in.27.7 24.3224 23.923.723.620.116.2B20.0183147P21.121.020.8in.0.5150.4400.4150.3950,4300.4000.3809.078.998.977.01L28.278.246.53in.0.8750.6800.5850.5050.6850.6150.5351,270021001830135014801330984S₂in.'17615411414012794.5PL₁8.608.548.181,in.in9.87 1099.699.559.1182.570.429.164.757.524.9S₂ Tyin.1.981.921.871.3424.018.415.78.3015.714.0D7.641.801.771.30X

Answered: Image /qna-images/answer/0a645f8b-6b59-450c-8f9b-adc8df31561a.jpg

The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 21.5 ksi. Assume P = 34 kips, L₁= 6.3 ft, and L₂ = 18.9 ft. (a) Determine the minimum section modulus required for this beam. (b) From the table below, select the lightest W shape that can be used for this beam. (c) What is the total weight of the steel beam itself (i.e., not including the loads that are carried by the beam)? Designation W24 x 94 24 x 76 Wide-Flange Sections or W Shapes-U.S. Customary Units 24 × 68 24 x 55 W21 x 68 21 x 62 21 x 50 in.² 27.7 224 Web Area Depth thickness width d A 1 by 20.1 16.2 B 20.0 183 147 P in. 24.3 23.9 23.7 23,6 21.1 21.0 20.8 in. 0.515 0.440 0.415 0.395 0,430 0.400 0.340 Flange Flange thickness 4 9.07 8.99 L2 8.97 7.01 8.27 8.24 6.53 in. 0.875 0.680 0.585 0.505 0.685 0.615 0535 1, in. 2700 2100 1830 1350 1480 1330 984 S₂ 222 176 154 114 140 127 945 P L₁ 1, in. in.* 9.87 109 9.69 9.55 9.11 8.60 8.54 8.18 82.5 S₂ in.) 70.4 29.1 64.7 15.7 57.5 14.0 249 3 " in. 24.0 1.98 18.4 1.92 15.7 1.87 8.30 1.34 7.64 D 1.80 1.77 1.30 X

The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 21.5 ksi. Assume P = 34 kips, L₁= 6.3 ft, and L₂ = 18.9 ft. (a) Determine the minimum section modulus required for this beam. (b) From the table below, select the lightest W shape that can be used for this beam. (c) What is the total weight of the steel beam itself (i.e., not including the loads that are carried by the beam)? Designation W24 x 94 24 x 76 Wide-Flange Sections or W Shapes-U.S. Customary Units 24 × 68 24 x 55 W21 x 68 21 x 62 21 x 50 in.² 27.7 224 Web Area Depth thickness width d A 1 by 20.1 16.2 B 20.0 183 147 P in. 24.3 23.9 23.7 23,6 21.1 21.0 20.8 in. 0.515 0.440 0.415 0.395 0,430 0.400 0.340 Flange Flange thickness 4 9.07 8.99 L2 8.97 7.01 8.27 8.24 6.53 in. 0.875 0.680 0.585 0.505 0.685 0.615 0535 1, in. 2700 2100 1830 1350 1480 1330 984 S₂ 222 176 154 114 140 127 945 P L₁ 1, in. in.* 9.87 109 9.69 9.55 9.11 8.60 8.54 8.18 82.5 S₂ in.) 70.4 29.1 64.7 15.7 57.5 14.0 249 3 " in. 24.0 1.98 18.4 1.92 15.7 1.87 8.30 1.34 7.64 D 1.80 1.77 1.30 X

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

3. An A36 Steel Cantilever Beam is shown below, also showing its cross section. Determine the following: Given the formula of the Maximum allowable bending stress of steel, fb = 0.66Fy. Where Fy is the Yield Stress of Steel. Where the bending stress for a beam is (fb) = Mc/I, where c is the distance of the centroid to the extreme most fiber of the beam (either top-most or bottom-most distance). Does the Steel fail under the loading given? Use Fy = 450 Mpa. Use the Moment in (a) and the moment of inertia in (c).
Please help, I promise to give good feedback. Please do not just guess. Thank you!
An engineer is designing a beam to support a flooring system above it, as well as two walls. The beam will be a T-section, though the engineer is considering the idea of combining timber and steel to create a composite member for the application. The dimensions of the T-section beam are shown below: dw The dimensions of the T-section beam are shown below: bf Flange (horizontal section of cross-section): • bf = 340 mm tf = 15 mm ● Walls Flooring Beam
Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 12 MPa. Answer must be in mm. Given: a = 1 m, b = 4 m, c = 2 m, P = 7 kN, and w = 3 kN/m.
The stiffness matrix of the beam shown below is - 1. (2 В El 2EI 4m 8m A.
Solve everything asked in the question with proper SFD and BMD diagrams.
Question (3). Design Exercise (Selecting initial dimensions) A steel cross section of a bridge deck is shown in Figure 3. The cross section is subjected to a maximum bending moment of 43810 kNm. The length L is 4m. Available plate thicknesses (t) are 20 mm, 22 mm and 25 mm. The yield strength () is 355 MPa. Determine the initial dimensions of b and Cw, which can be used for detailed design of the bridge deck. Assume failure of the cross section mainly governs by in-plane bending. State all other assumptions made during this calculations. 60° 2b Ma