Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Chapter 21, Problem 21.5P
Draw complete shear and moment diagrams for the fixed beams shown.
Select the lightest structural steel
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QUESTION 3
If the allowable bending stresses for a beam in one application is 6 kip/in2 in tension. The cross-section of the beam is W8 x 40.
If the beam is 10 foot long and simply supported and has a concentrated load applied at x = 3 ft as shown below.
• Generate the shear force and bending moment diagram in terms of P;
• Based on the allowable maximum bending moment you just obtained above, calculate/ input the mazimm allowable value of the load P:
please, pay attention to units, and calculate your answer to 1 decimal place..
3 ft
7 ft
kip.
NU
Fixed
end
Y
4.25 KN.m
0.3m
5KN
100 KN
100 KN
0.4 m
3.0 KN.m
5 KN
200 KN
200KN
0.1 m
x
Calculate the reactions at the fixed support and draw the axial load, torque, shear force and
bending moment diagrams for the beam. Include equations and calculations. The stainless steel
beam has a circular cross section and diameter of 7 centemeters.
i need it asap please thank you.
Chapter 21 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 21 - Prob. 21.1PCh. 21 - Prob. 21.2PCh. 21 - Use the method of superposition to determine the...Ch. 21 - Draw complete shear and moment diagrams for the...Ch. 21 - Draw complete shear and moment diagrams for the...Ch. 21 - Draw complete shear and moment diagrams for the...Ch. 21 - Determine the reactions for the beam shown.Ch. 21 - Prob. 21.8PCh. 21 - 21.9 Select a southern pine timber beam () for the...Ch. 21 - For the continuous beams shown, find moments at...
Ch. 21 - For the continuous beams shown, find moments at...Ch. 21 - For the continuous beams shown, find moments at...Ch. 21 - Prob. 21.13SPCh. 21 - Prob. 21.14SPCh. 21 - Prob. 21.15SPCh. 21 - Prob. 21.16SPCh. 21 - Prob. 21.17SPCh. 21 - Prob. 21.18SPCh. 21 - Prob. 21.19SPCh. 21 - Prob. 21.20SPCh. 21 - For these problems, use any appropriate method of...Ch. 21 - For these problems, use any appropriate method of...Ch. 21 - Prob. 21.23SPCh. 21 - For these problems, use any appropriate method of...
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- Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. using the method of consistent deformations. Select the reaction at the roller support to be the redundantarrow_forward7arrow_forwardAn overhanging beam is loaded as indicated. In order to accommodate communication cables to be installed later the beam is manufactured with two circular channels running through its length. The beam has a weight of q = 300 N/m. Calculate (a) the value and position of the maximum bending moment and sketch the relevant bending moment and shear force diagrams, (b) the position of the neutral axis, and (c) the maximum compressive and tension stress in the beam due to the bending. 2m 3 KN 3m B Bm 1 KN 100 mm 100 mm 20 mm H 30 mmarrow_forward
- PLEASE ANSWER THIS URGENT. I WILL SURELY UPVOTE!!!arrow_forwardwo = 9 kN/m, L = 5.5 m, E = 220 GPa, and I = 100 x 10° mm4. A Part 1 Cut a cross-section through the beam at any point and draw a free body diagram to the right of your cut. Determine the internal bending moment M(x). The diagram shows M(x) in its positive direction. Your answer may be negative. Check your equation by solving for Mat x= 2.8 m. Wo M(x) L-x Answer: M(x = 2.8 m) = i kN-marrow_forward12 ok nces Required information For the simply supported beam shown, let a=6 ft, b=4 ft, and P= 800 lb. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Determine the shear and moment as functions of position. Enter positive or negative numbers for the internal forces based on the standard sign convention for internal forces. The shear and moment are as follows: V= Ib and M=([ lb and M=( V= b)x for 0 sxs 6 ft Ib)(10 ft-x) for 6 ft sxs 10 ftarrow_forward
- SHOW NECESSARY DIAGRAMS/FBDS FOR SHEAR OR MOMENT Use 2 decimal places in your final answerarrow_forwardN 0.3m 4.25 KN 5 KN 0.4m 100 KN 100 KN 3.0 kN m 0.1m 2 kN 200 KN 2001 This is a stainless steel beam with a circular cross section and a diameter of 7 centemeters. Calculate the reations at the fixed support and draw the bending moment, axial load, torque, shear force diagrams each with equaitions work shown.arrow_forwardPlease help. This problem involves bending moments and moments of inertia. I just need the moment of inertia. Thank you.arrow_forward
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