Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Question
Chapter 5, Problem 5.4.2P
To determine
(a)
Whether the given shapes are slender because of the flange, the web or both.
To determine
(b)
State whether the given shapes are the slender because of the flange, the web or both
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Students have asked these similar questions
A 50 mm x 100 mm purlin is used for a roof truss.
Spacing of trusses is 3.5 m
Weight of roofing sheets is 120 Pa
Roof live load is 750 N/m² of roof area and ceiling load is 140 N/m² of roof area
Spacing of purlins is 450 mm on centers.
Inclination of the top chord is 30° from the horizontal
The timber is 80% stress grade yakal.
From table, E(yakal)=9780 MPa.
Neglect the weight of purlins.
1. Which of the following most nearly gives the total vertical load, in N/m?
a. 455
b. 193
c. 270
d. 338
2. Which of the following most nearly gives the maximum bending stress, in MPa?
a. 15.6
b. 5
c. 12.5
d. 33.5
3. Which of the following most nearly gives the maximum deflection, in mm?
a. 33.5
b. 16.3
c. 47.5
d. 24.8
The simple beam shown, 76.2-cm. long ( = a + L + d ), is made of AISI C1022 steel, as rolled, left a forged. At a =25.4 cm , F1 = 1360.5 kg. is a dead load. At d = 25.4 in , F2 = 1088.4 kg. is repeated, reversed load. For N = 1.5 , indefinite life, and h = 3b , determine b and h . (Ignore stress concentration).
determine:
(a) the elastic section modulus and the yield moment.
(b) the plastic section modulus and the plastic moment Mp.
Bending is about the x-axis, and the steel is A572 Grade 50.
Fy = 345 MPa
Subject: Civil Engineering Steel Design
Chapter 5 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 5 - Prob. 5.2.1PCh. 5 - Prob. 5.2.2PCh. 5 - Verify the value of Zx for a W1850 that is...Ch. 5 - Prob. 5.2.4PCh. 5 - Prob. 5.4.1PCh. 5 - Prob. 5.4.2PCh. 5 - Determine the smallest value of yield stress Fy,...Ch. 5 - Prob. 5.5.1PCh. 5 - Prob. 5.5.2PCh. 5 - Prob. 5.5.3P
Ch. 5 - Prob. 5.5.4PCh. 5 - Prob. 5.5.5PCh. 5 - Prob. 5.5.6PCh. 5 - Prob. 5.5.7PCh. 5 - Prob. 5.5.8PCh. 5 - Prob. 5.5.9PCh. 5 - If the beam in Problem 5.5-9 i5 braced at A, B,...Ch. 5 - Prob. 5.5.11PCh. 5 - Prob. 5.5.12PCh. 5 - Prob. 5.5.13PCh. 5 - Prob. 5.5.14PCh. 5 - Prob. 5.5.15PCh. 5 - Prob. 5.5.16PCh. 5 - Prob. 5.6.1PCh. 5 - Prob. 5.6.2PCh. 5 - Prob. 5.6.3PCh. 5 - Prob. 5.6.4PCh. 5 - Compute the nominal shear strength of an M107.5 of...Ch. 5 - Compute the nominal shear strength of an M1211.8...Ch. 5 - Prob. 5.8.3PCh. 5 - Prob. 5.8.4PCh. 5 - Prob. 5.10.1PCh. 5 - Prob. 5.10.2PCh. 5 - Same as Problem 5.10-2, except that lateral...Ch. 5 - Prob. 5.10.4PCh. 5 - The given beam is laterally supported at the ends...Ch. 5 - Prob. 5.10.6PCh. 5 - Prob. 5.10.7PCh. 5 - Prob. 5.11.1PCh. 5 - Prob. 5.11.2PCh. 5 - Prob. 5.11.3PCh. 5 - Prob. 5.11.4PCh. 5 - Prob. 5.11.5PCh. 5 - Prob. 5.11.6PCh. 5 - Prob. 5.11.7PCh. 5 - Prob. 5.11.8PCh. 5 - Prob. 5.11.9PCh. 5 - Prob. 5.12.1PCh. 5 - Prob. 5.12.2PCh. 5 - Prob. 5.12.3PCh. 5 - Prob. 5.13.1PCh. 5 - Prob. 5.13.2PCh. 5 - Prob. 5.14.1PCh. 5 - Prob. 5.14.2PCh. 5 - Prob. 5.14.3PCh. 5 - Prob. 5.14.4PCh. 5 - Prob. 5.15.1PCh. 5 - Prob. 5.15.2PCh. 5 - Prob. 5.15.3PCh. 5 - Prob. 5.15.4PCh. 5 - Prob. 5.15.5PCh. 5 - Prob. 5.15.6PCh. 5 - Prob. 5.15.7PCh. 5 - Same as Problem 5.15-7, except that the sag rods...
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