STEEL DESIGN W/ ACCESS
STEEL DESIGN W/ ACCESS
6th Edition
ISBN: 9781337761499
Author: Segui
Publisher: CENGAGE L
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Chapter 2, Problem 2.5P
To determine

(a)

The maximum factored load and the controlling AISC load combination by using the load and resistance factor design.

To determine

(b)

The maximum load and the controlling AISC load combination by using allowed strength design (ASD).

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3. For problems given below, determine all the reaction forces and plot force diagrams for normal forces (N), shear force (T), and moments (M). 150 lb/ft 10 ft C B 2 ft 2 ft -4 ft D 250 lb/ft 50 lb/ft B 150 lb-ft 150 lb-ft -20 ft 10 ft -20 ft 200 lb-ft
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By using the yield line theory, determine the moment (m) for an isotropic reinforced concrete two- way slab shown in figure under a uniformly distributed load. Using moment method 5 2 7.0m 1 A I c.g. * B c.g 5 2 B c. g. ㄨˋ A A 2.5 2.0 2.5 5.0m
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