Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
Question
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Chapter 6, Problem 6.9.2P
To determine

(a)

The structural tee shape for the top chord of the given truss by using LRFD.

To determine

(b)

The structural tee shape for the top chord of the given truss by using ASD.

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Consider the truss shown in the figure. Determine the force in members ML, MC, and BC and state if these members are in tension or compression. Show all your work. (lengths AB-BC=CD%3DE%3DEF%3FG=3m) 50 kN 50 kN 50 kN N ML K J IH B CD E F hod 18 m 6 @3 m
: For the truss systems shown below: • Identify zero force members. • Identify members in tension, Identify members in compression. 5 kN CY 2 kN D B A E H G F
The truss shown is part of a roof system supporting the following service loads: = 750 Pa of Roof live load horizontal projection of the roof surface Purlin weight = 175 Pa of roof surface Roofing materials = 725 Pa of roof surface Wind load = 1,400 Pa perpendicular to roof surface Trusses are spaced at 6 m on centers and sag rods are used at midspan between trusses. Spacing of purlins is 0.7 m on centers. Use A36 steel (Fy= 250 MPa and Fu= 400 MPa). Total allowable deflection is L/240 where L is the length between supports. Consider only loads perpendicular to the strong axis in computing for the actual deflection. Consider moment, shear and deflection. For loading combinations refer to NSCP 2015. Use LRFD Tgagrod Purlin 3,5m 15m Determine the factored uniform load (KN/m) normal to the x-axis.0
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