Structural Steel Design (6th Edition)
Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 2, Problem 2.3PFS
To determine

The maximum combined load for LRFD for given loading D=100k, L=140kLr=40kW=160k,100kE=+180k,125k.

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B1.For the truss below, take P₁ = 4 kip and P₂ = 3 kip: a. Determine all member forces. Hint: first find zero-force members (16 pts). b. Use a section cut to verify your answers for members JI, BI, and BC (4 Pts) В 18 ft 6 ft H B 6 ft C 8 ft D p81 8 ft E 8 ft 6 ft F6ft
Q13: The line CD, C(xc, 6), D(6,yd), the point D is on the right of point C, the value of horizontal effect H(3,0) is on the right of point C, the vertical effect V(0, -2) right of H. the distance between projection of the points H, V is 5cm, Find: 1- The value of xc and yd. 2- The distance between projections of the points C, D. 3- The true length (T.L.) of CD. 4- The angles a and ẞ. 5- A point F in the middle of line CD, find F (xf, yf).
Q9: The straight line AB of true length (8) cm, having the following data: A (5, ya) & B (xb, yb), the point B is on the left of point A, the inclination of the line to the horizontal plane (H.P) is 30° (a) it Horizontal trace H (-3, 0), and point H is on the left of point A with distance (16) cm. Draw the Plan & Elevation of the line AB and determine the following: 1. The missed coordinates: ya, xb, yb. 2. The coordinates of the vertical trace (V). 3. The inclination of the line to the vertical plane (V.P) (B). 4. The distance between projections of the points A and B
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