Answer the following questions include directions: 1. What is the magnitude of the load in member CD? 2. What is the magnitude of the load in member CG? 3. What is the magnitude of the load in member DG?

Answer the following questions include directions: 1. What is the magnitude of the load in member CD? 2. What is the magnitude of the load in member CG? 3. What is the magnitude of the load in member DG?

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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III. Beams will be designed for the roof and floor systems of an office building. The loads for these systems are as follows: Roof: dead load = 30 psf, roof live load = 20 psf, snow load = 21 psf, and a rain load consisting of 4 inches of water. Floor: dead load = 62 psf and occupancy live load = 80 psf. 1. For each of these systems, determine the required factored load capacity for LRFD. Which load combination controls? 2. For each of these systems, determine the required ASD load capacity. Which load combination controls?
What is the LRFD time effect factor, A, for a member designed for the 1.2D+1.6L load combination where the live load comes from occupancy? 1.0 0.8 1.25 0.7
What would be the appropriate calculation of combined loads for a building exposed to dead load (D), live load (L), snow load (S), and wind load (W)? O a. 1.2D + W + L +0.5S O b. D + L+S+W O C. D + L + 0.5S + 0.5W O d. 1.2D + 1.6S+ L +0.5W
Structural engineering
Part A If the bucket and its contents have a total weight of 16 lb , determine the force in the supporting cable DA.(Figure 1). Express your answer to two significant figures and include the appropriate units. FDA = Value Units Submit Request Answer Part B If the bucket and its contents have a total weight of 16 lb , determine the force in the supporting cable DB. Express your answer to two significant figures and include the appropriate units. 1 of 1> FdB = Value Units 2.5 ft 45t Submit Request Answer 3 ft Part C 31 If the bucket and its contents have a total weight of 16 lb, determine the force in the supporting cable DC. 15 Express your answer to two significant figures and include the appropriate units. HA P Pearson
PLEASE HELP, Determine the occupant load for the small restaurant. WILL THUMBS UP IF CORRECT.
Example The compressive gravity axial load for a building column are: L = 300 k, D = 150 k and L₁ = 60 k. The compressive axial force in the column due to other loads are: wind= 70 k, seismic = 50 k. Tensile axial force in the column due to other loads are: wind = 60 k, seismic = 40 k. Determine the critical design loads based on the AISC load combinations. Compressive loads are positive (this is an arbitrary choice). Homework 1: Write the load combinations and find the max. and min. loads applied to the column for each of the LRFD method and ASD method
1. For the loads given below, calculate the highest load combination. State which load case governs and the clause used. D = 2.8 kPa L= 1.9 kPa S = 3.13 kPa W= 0.9 kPa E = 1.1 kPa
Discuss about Load Combinations for LRFD
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 .
Determine the maximum combined loads using the recommendedAISC expressions for LRFD. D = 100 psf, L = 70 psf, R = 12 psf, Lr = 20 psf and S = 30 psf