Problem

Combined Normal Stresses The member EF in the truss shown in Figure carries an axial tensi...

Combined Normal Stresses The member EF in the truss shown in Figure carries an axial tensile load of 54 000 lb in addition to the two 1200-lb loads shown. It is planned to use two steel angles for the member, arranged back to back. Specify a suitable size for the angles if they arc to be made of ASTM A36 structural steel with an allowable stress of 0.6 times the yield strength.

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Solutions For Problems in Chapter 10

1P
2P
3P
4P
5P
6P

7P
8P
9P
10P
11P
12P

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