Q: For the beam shown in Figure (1) below, which is carrying a service live load (P= ? kN) and dead load of self weight. fc'=28 MPa, fy=400MP, d=425mm. Using the ultimate method, find the live load (P). area of steel at te * 2350 mm 3053mm 1540 mm 1600mm 2210mm 1390mm

Q: For the beam shown in Figure (1) below, which is carrying a service live load (P= ? kN) and dead load of self weight. fc'=28 MPa, fy=400MP, d=425mm. Using the ultimate method, find the live load (P). area of steel at te * 2350 mm 3053mm 1540 mm 1600mm 2210mm 1390mm

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: Problems: Analyze the rigid frame given below using either the Portal Method or the Cantilever…

Q: efore a load is applied, a rigid bar is fastened to two vertical rods. Calculate the vertical…

Q: A Elastic bar AB is connected to rigid member ACD as shown in the figure. Determine the displacement…

A: Given Area , A= 200 mm2 Modulus of Elasticity, E= 80 Gpa

Q: Compute for the linear weight of 10 mm reinforcing bar. (Use the unit weight of the Steel). a 0.692…

A: Solution Given the dia of steel d= 10mm So the area will be A=π/4 * 10² 24=25π mm²

Q: 1 m column pinned at the top and MPa. Use NSCP 2015

Q: For the frame shown, determine the maximum normal stresses (compression and tension) and the maximum…

Q: should be set initially, find the maximum load F? The cross

Q: A RIGID BAR "AB" ATTACHED TO TWO VERMCAL RODS IS HORIZONTAL BE FORE LOAD "P" IS APPLIED. DETERMINE…

A: Given Data Length of steel = 2.4m = 2400 mm Length of aluminum = 1.4m = 1400 mm Modulus of…

Q: Let, P=70KN, a=2.5m, b=1.5m and c=4m ; Also, DON'T FORGET TO TYPE DOWN THE CORRECT UNITS (IF NEEDED)…

A: P =70KN L = 9.5m

Q: Note: Please show all of the free body diagrams used and also show the complete solution. The beam…

A: Deflection will be determined by the first mentioned method i.e. double integration.For other…

Q: Given the cross-section of the beam shown. Show complete solution for the shear and moment diagram.…

A: To determine the flexural stress in topmost and lowest fiber of the beam at midspan. Given, Length…

Q: Determine the design moment strength of the T-beam. Use fr=20.7 MPa and fy=414 Mpa.

A: Answer we are given f'c = 20.7 Mpa fy = 414 Mpa As = 2-25 mm As = 2 * π4*252 As = 981.75 mm2…

Q: A plate is used as a bracket and is attached to a column flange as shown in the following figure.…

A: The structural junction known as a bolted connection. To link steel constructions, they are…

Q: strain in the tension bars equal to 0.004 and in the design process use 60% of this rho max.…

A: Given : DL = 10 kN/m LL = 8 kN/m UDL & 15 kN/m UVL 8 m length fc = 21 MPa and fy = 276 MPa

Q: lb concentrated forces were applied.

A: Reaction:RA=RB=30014+800+8002=2900lbMax shear = reaction =2900

Q: Deflection Given: the beam cross-section shown have the following cross-sectional properties f'c…

Q: Problem 4- For the axial forces shown, determine the final locations of points B and C with respect…

A: Step 1: Step 2: Step 3: Step 4:

Q: An aluminum bar having a cross-sectional area of 0.5 in^2 carries the axial loads applied at the…

A: It is a case of bar element which is subjected to axial loading at different locations. Area of…

Q: The steel block shown in is subjected to a compressive force on all directions. Determine the change…

A: Given that: E=210x103 N/mm2 μ=0.28Change in length of y-direction,…

Q: Q1: A circular steel rod ABCD is loaded as shown below. Use the following data to Find the maximum…

A: Given that: E = 200 GPa

Q: The machine part has a uniform thickness of t= 5 mm (i.e. 5 mm in the z direction). The width of the…

Q: The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1530…

Q: A simple I-beam is loaded as shown. L/4 m P KN B L/4 m P KN C L/4 m P KN D L/4 m E 20 mm N 20 mm -C…

A: Given Data:Load P=11.8kNbending stress= 30MpaE=200 Gpa. It is required to calculate the permissible…

Q: For the beam shown in the figure below, find the maximum tensile and compressive flexural stresses.…

A: step 1-

Q: #2 Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(10°) mm“.…

A: The force of shear is a sensitive force on the surface. It's said to be the bending moment the…

Q: Q1:If allowable stresses are o, 165MPa.0, 100MPa = 70MPa determine max. value of W. M 300mm 100mm Im…

Q: Per missible As in section to ensure tensile Compute the design strength of beam shown if fy = 420…

A: To find : design strength

Q: T2 T1 T3 60° 40°

Q: Need help asap pls. The beam is shown below. The cross-section of the beam is 250 mm x 400 mm. Take…

A: Given Data E = 200 GPA Cross section of beam 250 mm × 400mm Find 1. Deflection at right end of…

Q: The beam shown below has a cross section of channel shape with width b3200 mm and height h=80 mm,…

Q: A steel bar AD has a cross-secțional area of 260 mm? and is loaded by forçes P, = 12 kN. P,= 8 kN.…

Q: a) Is the beam properly reinforced/over-reinforced/ balanced Determine the factored moment…

A: RC Singly beam,b=500 mmD=700 mmd=600 mmf'c=48 MPaReinforcement: 3-30Mfy=400 MPaφc=0.65φs=0.85Es=2…

Q: For the flat plate shown in the figure below (edge beam are not used), design the hatched frame…

A: According to the question we have to design the middle and column strips of the hatched slab in N-S…

Q: A C D. fAB Ef= constant

Q: The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; | = 1530…

Q: Question 27 1 points Save Ans A built up l-section is formed from plates welded together as shown in…

Q: problem

Q: A flat brass bar has length L, constant thicknesst, and a rectangular cross section whose…

A: Given:- P = 200 kN,L = 2 m, t = 20 mm, b1 = 100 mm, b2 =115 mm,and E = 96 GPa. To find:- The…

Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

3036
3036
010@200
2025
010@200
3.0m
2025
Fig(1)
300mm
500mn

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

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

1- Calculate maximum deflection of the beams. 2- Check the suitability of the section assuming the code limitation of L/240. 3- If maximum deflection doesn’t meet the code requirement, propose your solution. Steel: Section properties: I=366,000,000 mm4, E=2*(10)5 N/mm2
please show all your solutions I NEED IT ASAP PLEASE
J- A distributed load op w (kulm) is applied over the entire tength OF a simply supported beam Gm long . The beam section is as shown. Determine the maximum value OF w iF Of Ś 1OMP , and yE 800KP. 80 mm X 200 mm 360mm 200mm
Calculate the Stresses involved in the beam
Quiz/ find the angle of rotation of the free end for the beam shown, then find the max sheaving stress If you know GAI = 28 GN/m² Gst=83 GN1m² GBV = 35 GN/m² Aluminum steel Bronzer Do d=100mm 3m d=75mm 2m 1.5m 1.5 KN.m
4....2 Suppose that P=101lbs. What will the force Q be in this case?
Using Tall = 68 MPa and G= 27 GPa, determine for each of the aluminum bars shown the largest torque T that can be applied and the corresponding angle of twist at end B. Refer to Table 3.1. (a) (b) 45 mm 15 mm 25 mm 25 mm 900 mm B Check my work B The largest torque that can be applied at end B of bar a is N-m and the corresponding angle of twist is The largest torque that can be applied at end B of bar bis N-m and the corresponding angle of twist is
Q1: A simply supported reinforced conerete beam has a cross-seetion as shown in the Figure 1. Using Working Stress Method to calculate maximum load (Wmax.). (Neglect self-weight), use fe=21 MPa and 6=420 MPa Wea 40 25 2m 6m- + 300 mm Figure 1 ك إضافة ملف
DETERMINE FORCE (N) OF MEMBER EG in the truss shown. F1 = 214 N %D F2 = 876 N %3D F3 = 435 N a = 38 degree X = 15 m. **Note: for compression, include a negative sign (- ) and for tension, type your answer as is. Input your answer in two (2) decimal places only without the unit. В H A C E G F1 F2 F3
Answer 15&16