Load combinations for ASD are given in the NSCP 2015 or ASCE 7 as follows. Combination 1: D Combination 2: D+L Combination 3: D+(L, or S or R) Combination 4: D+0.75L+0.75(L, or S or R) Combination 5: D±(0.6W or 0.7E) Given: D = 107 kN, L = 46 kN, L, = 19 kN, S = 20 kN, E = 50 Required: Which of the following is the controlling load combination for ASD? 127 kN O 107 kN O 153 kN O 142 kN

Load combinations for ASD are given in the NSCP 2015 or ASCE 7 as follows. Combination 1: D Combination 2: D+L Combination 3: D+(L, or S or R) Combination 4: D+0.75L+0.75(L, or S or R) Combination 5: D±(0.6W or 0.7E) Given: D = 107 kN, L = 46 kN, L, = 19 kN, S = 20 kN, E = 50 Required: Which of the following is the controlling load combination for ASD? 127 kN O 107 kN O 153 kN O 142 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

a) SOLVE STEP BY STEP IN DIGITAL FORMAT DONT USE CHATGPT For the following structures, calculate -Reactions -Deformation diagrams (individual and general) 5 Ton 8 Ton of 12m A + A 3mt +²/2+42 +42 +42 + -2m 2m bod
Item 4 (Figure 1) Figure 1 W of 1 X Part A Replace the loading by an equivalent force. Express your answer to three significant figures and include the appropriate units. FR Submit Part B μÅ Value Units MRO Replace the loading by a couple moment acting at point O. Express your answer to three significant figures and include the appropriate units. = My Answers Give Up HÅ ? Value Units ?
A wire 4m long is stretched horizontally between points A and B 4m apart. A load W placed at the center of the wire produces a sag of 53.4mm,a. If the wire is 25mm2in cross-section and the Young’s modulus is 200GPa, what is the magnitude of load W?b. If the load was reduced by 40%, what will be the sag?
1. Two A36 16mm thick steel plates are connected by four rivets shown. 1:11 Pu a. Calculate design strength in KN considering tension failure on gross section yielding. b. Calculate design strength in KN considering tension failure on net section fracture. c. Calculate design strength in KN considering block shear rupture. f. Calculate the ultimate safe load "P" in KN. Given: 500 X =175mm Rivet Dia.=20mm Y=200mm Fy=248Mpa Fu=40 Mpa Bolt Dia.=22mm
13/13 FOR THE RIGID BEAM SHOWN BELOW FIND THE STRESS IN ALUMNUM ROD Steel Rod Est= 200 kN/mm A ST=200 mm Aluminum Rod Lst= 4 m Ealu- 70 kN/mm? Aalu-300 mm? Lalu= 2 m A 4 M 8 M 50 kN
Strength of materials - ENGR 3321 The answer should be: 17.68 kN; 11.8 MN/m2 compressive
= 5.29 Knowing that P Q = 480 N, determine (a) the distance a for which the absolute value of the bending moment in the beam is as small as possible, (b) the corresponding maximum normal stress due to bending. (See hint of Prob. 5.27.) THEMOM DV P nedw to absol be500 mm 500 mm pripoly not Alase BOLERON 9T AO mersib anamorp sode bol ng appiled: the batuda Fig. P5.29 edi te ating out A Daniloobo CV. D (5.6b) Q f 12 mm s mas i nadw bozudiruaib ebimnice di Tibe sade 2b2 B (10. busd bus bris to pages. eda sdtlanbi are noe minnas li batalize yo led ditw i most u tamom gaiboedshus en betrovalmisoled loads Dignst Box brol 18 mm
fa9416280c858#10301 Replace the distributed loading by an equivalent resultant force. Suppose that wi = 2 kN/m and w2 = 5.5 kN/m. (Figure 1) Part A Determine the equivalent resultant force. Express your answer to three significant figures and include the appropriate units. Enter positive value if the force is upward and negative value if the force is downward. µA FR - Value Units Submit Request Answer Figure 1 of 1 Part B Specify the location of the force on the beam, measured from the pin at A. Express your answer to three significant figures and include the appropriate units. HA Value Units d = -3 m -3m Submit Request Answer P Pearson Copyright © 2021 Pearson Education Inc. All rights reserved. Terms of Use | Privacy Policy I Permissions Contact Us | 1:37 PM EX a ) ENG amazon 2021-02-06
Your role as structural design engineer in a consultant firm, you have been assigned a task to analyses the the Aluminium beam shown in Figure.1. The aluminium beam carries a uniformly distributed load of 45KN/m and two concentrated loads at point A of 20 kN and of 40 kN at point D as shown in figure 1. Your manger asked you to do the following. A) Replace the distributed load with an equivalent concentrated load. B) Draw a free body diagram for the beam showing the forces acting on the beam and their locations. C) Applying the equations of equilibrium, determine the reactions forces at the fixed pin support B and roller support at point C. D) If the aluminium beam is replaced by another iron beam which undergoes an expansion of 0.2 m when heated from 10 C° to 50 C° (Knowing that the coefficient of linear expansion of iron is a =11.7×10-6 K-1. Calculate the original length of the beam. Then suppose that the temperature is decreased from 50 C° to 10 C°, explain how this will affect the…
A beam from the exterior balcony of a house has a base of 300 mm and a height of 500 mm reinforced with 6-Ø16mm bars for tension and Ø12mm. Determine the following (f'c = 20.7 MPa and fy = 415 MPa) using all the NSCP provisions and if the bars is found out to be in two-layers rebars may be unequally distributed on each layer: a. Depth of Tension zone b. Actual Tension Steel Stress c. The net tensile strain d. The ultimate moment capacity of the beam
Replace the distributed loading by an equivalent resultant force and couple moment acting at point A suppose that -3 kN/m and why-6 kN/m (Egure 1) Figure <1001 Deformine the equivalent resultat force Express your answer to three significant figures and include the appropriate units. Enter positive value if the force is upward and negative value if the force is downward PR Submit Part B Value Submit 4 → Hequest Answe (MR) Value - Determine the couple moment Express your answer to three significant figures and include the appropriate units. Enter positive value if the moment is counterclockwise and negative value if the moment is clockwise Units Request Answer 0 Units 11?
The rectangular plate ABCD undergoes deformation as shown with the dashed lines. Find the average shear strain at A Yxy with respect to the x and y axes. The values for the parameters are given here: parameter LAB LAB B A At A Yay LAD 8₁ 8₂ 18₁ mm 460 280 2 5 Submit Question LAD rad C D Question Help: Message instructor cc 0❀0 BY NO SA 2021 Cathy Zupke 8₂ X