Question 1) (for LRFD. D = 9000 lb, L = 5000 lb, L, = 2500 lb, E = +6500 lb.Determine the maximum combined load (Wu) using the recommended AISC expressions

Solution:-Given,D=9000 lbL=5000 lbLr=2500 lbE=6500 lb

Answered: Question 1) ( for LRFD. D = 9000 lb, L…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Solution?
Please answer question 2, thanks. 1.For the loading and material information shown below, according to EC3, design and check the bending and shear capacities of steel beam which is 10 m long for carrying the listed loading. Information: Beam span length = 10 m, Bay width = 6 m, Slab depth = 20 cm, Partitions = 0.75 kN/m2 , Imposed load = 2.5 kN/m2 , Concrete density = 24 kN/m3 , Steel grade = S355 . Design the beam as a restrained beam as lateral restraint is provided by the concrete slab. Simple support condition of beam ends can be assumed. Check also the deflection of the beam and see if it can satisfy the serviceability limit states or not. 2. For the beam in Question 1, check the corresponding reduced moment capacity for high shear case assuming that VEd / Vpl, Rd = 0.7 .
Please redo it again with the following loads, The loads consists of a uniformly dostributed dead load(including self weight) of 3k/ft, uniformly distributed live load of 6k/ft and a concentrated live load of 10k at the midspan.
4. Determine the theoretical buckling strength (Euler buckling load) for an HSS 10×5×3/8 A500 Grade C column with an effective length of 20 ft. Will the theoretical column buckle or yield at this length?
For the beam shown, calculate the beam slope at D. Assume that a = 3.8 ft, b = 5.7 ft, c = 7.6 ft, w = 1450 lb/ft, P = 3400 lb, and El = 600000 kip-in.². Answer: 8D = i a W Save for Later B b eTextbook and Media rad P C C 0 Attempts: unlimited Submit Answer

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Question 1) ( for LRFD. D = 9000 lb, L = 5000 lb, L, = 2500 lb, E = ±6500 lb. Determine the maximum combined load (W) using the recommended AISC expressions