Answered: Q2/ Determine the magnitude of applied…

Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm? , E1 = 70 GPa , a1= 22x10*/°C, AT= 30 °C , ɛ = 2150 x 106 mm/mm , h = 4.75 m , a = 1.25 m , b = 1.75 m (1) B

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 5. Determine 8g and eg. Let q = 15 kN/m and L = 6m. _B L L 3 3

Q: The bar is subjected to the axial load. There is a shaded section which is oriented at 8 from the…

Q: Calculate the total equivalent uniform load in KN/m on Beam BE, if the total floor load is…

A: Given: Total floor load = 13.80KN/m² a= 3.5m and b = 5m Required : Total equivalent uniform load on…

Q: Calculate the total equivalent uniform load in KN/m on Beam AB, if the total floor load is 13.80KPa.…

Q: W = 1100kg/m^3 Weight of beam AC = 0.08 kN/m Find the following: 1. Internal loads at point A in kN.…

Q: Part A Replace the loading by an equivalent resultant force and couple moment acting at point O.…

Q: Through your solutions, prove that the support reactions are similar to the values shown below. Rb =…

A: Free body diagram of the given problem: ∑FY=0RA+RB+189 sin36-200…

Q: A reinforced concrete beam having a width of 500 mm and an effective depth of 750 mm is reinforced…

A: The effective depth, The width of the beam, Diameter of reinforcement bar, Span of the simply…

Q: Situation #2 El is Constant (Assume El = 1 kN-m²) B A kN/m A 7 m B= 8 A= 5 20. Determine the…

A: Given data EI = 1 KNm2 Find 1. Location of maximum upward deflection from B 2. Maximum upward…

Q: The cross section of a continuous one way slab in a building is shown in the figure. The slabs are…

A: A continuous one way slab is given, we need to find out thickness of slab, spacing of bars at…

Q: 2M A 2500 KN 2.m B G 2m F 2M D E ANALYZE FORCES TO FO TENSION OR COMPRESS PLEASE SHOW ALL L

A: We have a truss structure.We have to find the force in all the members -

Q: Compute the resultant of the two concentrated loads and a distributed load shown in the following…

A: The resultant can be calculated by summing up the forces using vector addition. The location of…

Q: A reinforced concrete beam having a width of 500 mm and an effective depth of 750 mm is reinforced…

A: Answer We are given Width b 500 mm Effective depth d = 750 mm Reinforcement 5-25 mm diameter Beam…

Q: The post is made of a material with modulus of elasticity equals 13(10") KN/m and has a diameter of…

Q: A =4.8 kN, B =6.7 kN, C =8.5 kN Determine the magnitude of the axial force in member GK. Answer in…

Q: Problem #4: P B C Blocks A, B, and C have weights of Y N, 25 N, and 15 N, respectively. The…

Q: r= cos 8= sin 8= q/unit length 0x q/unit length 0 de P(r,0) og Ter=Tre 5. A line load of q per unit…

A: A line load q per unit length is applied at the ground surface which is shown in the above figure. q…

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT=…

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm', E1 = 70 GPa, al= 22x10*/C, AT=…

Q: After applying the dead load P on the rectangular beam with b=300mm, d=500mm, and h=700mm, the…

A: Answer We are given width b = 300 mm effective depth d = 500 mm Total height h= 700 mm short term…

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm", E1 = 70 GPa, al= 22x10 /C, AT=…

Q: Distributed load, w0 = 4 N/m L = 3.4 m Find the magnitude of the equivalent concentrated force (in…

A: Given: Distributed load, W0 = 4 N/mL = 3.4 m To Find: the magnitude of the equivalent…

Q: 3) A simply supported beam constructed by four woods nailed together as shown in the figure. If each…

Q: h₁ + 5.50m * 9.0m h₂

Q: 250mm 100mm 100 mm B (50 mm 120 mm FRONT VIEW 150 man 100 mm 200 m TOP VIEW

Q: The floor plan of a building is shown below. The uniform dead and live loads applied over the floor…

Q: Try to calculate the maximum normal stress of simply supported rectangular section wooden beam in…

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 70 GPa, a1= 22x106/°C, %3D…

Q: A0.525 in. diameter solid steel shaft supports two pulleys. The shaft has a length of L = 9.9 in.,…

Q: Defferentiate the following terms; 1.Resilience and proof resilience 2.proof resilience and modulus…

Q: the slope at A 7. Determine 8. Determine the slope at B 9. Determine the location of the maximum…

A: Given:- EI = Constant = 1 kN-m2 Y = 32 X = 868 A = 5 To find:- Slope at A Slope at B Location of…

Q: l P B ܙ ܐ ܐ ܐ ܐ ܐ 7

Q: kg is located at the midspan. The machine is working under a constant force of 500 N and…

Q: a) By using compatibility of slope, determine the support reactions of the beam. Refer the table…

A: a) For fixed ends, θA=θB=0MFAB=-wab2l2=-6×4×1252=-0.96 kN.mMFBA=wa2bl2=6×42×152=3.84 kN.mSlope…

Q: n Figure (1) below. (b) If W-10 kN/m, and L -3.5 m, determine the sla en at 2 m from point A.…

Q: PROBLEM 5 The uniform block, 4'x 3'as shown weighs 2001b. It is pulled up the incline by the force…

Q: A slab resting on the ground must support the distributed load q1 shown. a. Indicate which are the…

Q: As shown in the figure below, determine the internal loadings at points A,B and. Consider the…

Q: Calculate the Bending Stress using the equation ?? = ?.?max /? , where M is the Bending Moment for…

Q: B/A torque 7-4 kNm is applied to a hollow shaft having the cross section shown in Figure Q1-B.…

Concept explainers

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

Q2/ Determine the magnitude of applied load P. Assume:
A1 = 500 mm? , E1 = 70 GPa , a1= 22x10*/°C,
AT= 30 °C , ɛ = 2150 x 106 mm/mm , h = 4.75 m , a = 1.25 m , b = 1.75 m
(1)
B

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Question 4 (combined loading and stresses) The rectangular block of negligible weight in Figure for question 4, is subjected to a vertical force of 100 kN, which is applied to its corner. The block's cross section is 0.4m x 1.0m. Using principle of superposition, determine the value of normal stress (i.e. perpendicular to the cross section = parallel to the vertical force) at four corners, i.e. OA, OB, oc, and op. Note the stress directions (i.e. tension or compression). (in MPa). 100 KN 1.0m A 0.4 m B D
SHOW COMPLETE SOLUTION PLS VALUE:Y = 53
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT= -30 °C, ɛ = 1150 x 10 mm/mm, h 3.75 m, a = 1.75 m, b= 1.25 m h P (1) B a b
Answer in two decimal places please
Compute the total elongation caused by an axial load of 183 kN applied to a square bar, tapering from a width of 120 mm to 40 mm in a length of 10 m as shown. Assume E = 220 GPa. Answer must be in mm.
Calculate the total equivalent uniform load in KN/m on Beam AB, if the total floor load is 11.56KPa. Use a=3.7m, b=5.8m . Express your answer in 2 decimal places.
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x10/°C, AT= -20 °C , E = 1150 x 106 mm/mm, h = 3.75 m, a = 1.75 m, b = 1.25 m (1) B b
Determine the slope and deflection at point B of the beam shown if the figure. Let e= 29 106 ??? and i= 800??4
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT= -30 °C , 8 = 1150 x 106 mm/mm, h 3.75 m, a = 1.75 m , b = 1.25 m (1) А B a b
From figure, given E=200 GPa, r=37.5mm, A= 2285mm^2 and I = 3.33 x 10^-6 m^4.Calculate the allowable centric load for the column and the corresponding stress using Euler’s formula by considering the factor of safety is 2.0
Question: Calculate for Mmax of the beam
Using the Clayperon Method, Determine: 1. Support Reaction 2. Internal forces (Shear Force, Normal Force and Bending Moment) 3. Draw the Internal force diagrams P1= 3.246 kN P2- 4.846 kN q- 1.846 kN/n s2 1,946 3,246 3,946 3,946 3,946 3,94268 L