Design the beam for shear, using No. 10 vertical stirrups. Given: f'e = (21 MPa), f (420 MPa). Beam weight is included in the loads shown. P₁ = 60 KN Wp = 15 kN/m -5m- 70 mm 2 150 mm 100 mm 100 mm 6#29 500 mm 100 mm 900 mm 800 mm

Design the beam for shear, using No. 10 vertical stirrups. Given: f'e = (21 MPa), f (420 MPa). Beam weight is included in the loads shown. P₁ = 60 KN Wp = 15 kN/m -5m- 70 mm 2 150 mm 100 mm 100 mm 6#29 500 mm 100 mm 900 mm 800 mm

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: 2 How The compound shaft Shown is attached to rigid Supports, for the bronze segment AB, the…

A: Reference : Basic Engineering mechanics, Shaft mechanics. Given : Bronze segment ; Diameter and…

Q: Determine the shear force 5.67 ft to the right of point A for the beam shown belowif P = 843 lb, W =…

Q: Calculate the ultimate moment capacity of the section in PART B in kN.m.0

A: Given- A simply supported beam carrying different loading system. Required- To calculate ultimate…

Q: PROBLEM 1 Draw the shear force and bending moment diagrams of the cantilever beam shown using METHOD…

Q: 300 90 N 60 N 140 N 500 A 300 N.m 1.5 m 2 m 1 m FOR SET A: 1. Replace the loading system acting on…

Q: A cantilever beam as shown in the figure has a clear covering of 50 mm at the top and at the…

A: Given that, Clear cover=50 mm b=320 mm d=470 mm Stirrup holder=20 mm Stirrup space=150 mm fc'=28.3…

Q: P B R A 0 00

Q: 1. For the beam show below, draw its shear and moment diagram and determine its maximum bending…

Q: Reaction forces using integration method b) Reaction forces using method of superposition;

Q: QUESTION 4) The cross-section and the loading of the overhanging beam is given in the figure. If the…

A: For any beam when load acts on them they undergoes the stress, for loading application beam shows…

Q: %3! %3D 2. From the irregular beam shown, fc' = 28 MPa, fy = 345 MPa, As = 2300 mm? loomm 200 mm…

A: Given that fy=345 MPa, f'c=28MPa As=2300mm2 d=600 mm, b= 400mm Cb=600d600+fy…

Q: Design rectangular section for the beam. Beam weight is included in the loads shown. Show sketch -f…

A: Given, Beam width (b) = 400 mm fy = 420 MPa f'c = 21 MPa

Q: The 101-mm-diameter steel shaft is subjected to the torques shown. T1 10 kN-m, T2 -4 kN-m, T3 - 3…

Q: 5. A beam has a width of 300mm and effective depth of 540mm. d 60mm. It is reinforced with 8-25mm…

Q: Situation C. The lap joint shown below is fastened by four 4-in.- diameter rivets. Shearing stress…

Q: A beam is loaded and supported as shown, where F1=5 kN, F2 = 11 kN, M = 22 kNm, and a= 2 m.…

Q: Drow the sheor force (T) and bending moment(M) diagrams of the beam whose span, loading condition is…

Q: How The compound shaft shown is attached to rigid Supports, for the bronze segment AB, the diameter…

Q: A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall…

A: Since the only question is to find the maximum moment We will draw shear and bending moment diagram…

Q: Determine the shear value when x = 5m (from the left) for the beam shown Where: P1 = 51kN; P2 = 42…

Q: Determine the shear force 5.67 ft to the right of point A for the beam shown belowif P = 843 lb, W =…

Q: Question 27 A built up l-section is formed from plates welded together as shown in the figure. It is…

Q: a) Solve for faevax & faosos b) Draw the shear and moment diagram.

Q: A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall…

Q: A rectangular beam has a width b = 400 mm, and effective depth d = 850 mm and a total height h = 900…

A: GIVEN DATA B=400 D=900 d=850 fck=28MPA Fy=420MPA MU=1500KN-M VU=700KN

Q: Calculate the depth of compression block of the section in PART B in mm.0

Q: positive and negative moments.

A: A simply supported overhang beam spanning over the entire length of 9 m is given. The cross section…

Q: Compute the location and maximum value of elastic equation curve for the beam loaded as shown. a

Q: The beam is loaded as shown in Figure AN-02. Assume El to be constant. A. 5 m 13 kN 3 m = B FIGURE…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved .…

Q: Question 1) F= 18 kN single load, M=30 kN.m moment and w=14 kN/m distributed load are acting on the…

Q: Calculate the depth of the neutral axis of the section in PART A in mm.0

A: Given,

Q: The T-beams for the floor system shown in the following figure support Live load floor of 30 kN/m…

A: The part of the slab which acts substantively with the beam to oppose loads is called the flange of…

Q: Assume that the sections have cracked, compute the bending stresses in the concrete and steel for…

Q: RCES and DRAW THE SHEAR TELYOF the following beam COMPUTE THE MAXIMUM BENDING STRESSIN…

A: support reaction: ∑MB=0RA×3+4×3×32-12×4×3×33=0RA=-4 KN∑FY=0RA+RB-4×3-12×4×3=0-4+RB-4×3-12×4×3=0RB=22…

Q: 5. Solve this frame using the method of the integral. 100 hay m A 3m + 5m + Am 20100 B 2010-

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution…

Q: Determine the shear force 13.54 ft to the right of point A for the beam shown belowif P = 553 lb, Q…

Q: A. Determine the depth of the compression block. (mm) B.Determine the nominal moment strength (kN-m)

Q: This is the only thing that was given to us and we need to find shear equation, moment eq., shear…

A: A structure is given as below (taking the beam as simply supported beam)Need to find (1) shear…

Q: Construct the V and M diagram of the beam loaded as shown. Answer: Max. Moment =

A: Find reactions:∑ MB=0RA3-102-510.5+25=0RA=-0.8333kNFind reactions:∑ Fy=0RA+RB-10-51=0RB=15.8333kN

Q: From the given beam loaded has shown; Determine the bending moment at B. if w =33 kN/m, L =9 w C A…

A: Given data in question UDL Span member length To find out Moment at B

Q: b FBD F C compute horizontal and vertical displacement at using a) differential equation. C b)…

Q: Problem 3 For the frame shown with the given applied load, determine the vertical reaction at roller…

A: Given:Required:Vertical reaction at roller support A

Q: Cafe the vertical displacement a Q2:Determine the value of (L) so that at C and B are Load Method ".…

A: In unit load we have to apply a unit load at the point where we have to find deflection.

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

Design the beam for shear, using No. 10 vertical stirrups. Given: f'e = (21 MPa), f = (420 MPa).
Beam weight is included in the loads shown.
P₁ = 60 KN
Wp = 15 kN/m
-5m-
70 mm
2 @ 150 mm
100 mm
100 mm
6#29
500 mm
100 mm
900 mm
800 mm

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 by step

Solved in 2 steps with 2 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

Q1/ A beam carries the loads shown in figure, if the tensile stress must not exceed 20 MPa and the compression stress 70MPa. Find the maximum value of load P Soms P W=2.5p kN/m # 300 Im All 4m. mm norm.. Im тор I Ilomm 10m. 1110 150mm mm
%r . 19 4:EV H.W.pdf Compute the nominal moment capacity, M. of a beam with f. = 20 MPa, fy = 420 MPa. b = 250 mm, d = 500 mm, and three No. 25 bars giving A, = 3 x 500 = 1500 mm? For architectural reasons, it is necessary that the beam shown in the figure be 600mm wide by 600mm deep. The strength of the concrete and steel are 20MPA and 420MPA, respectively, In addition to its own dead load, this beam carries a superimposed service dead load of 15KN/m and a service live load of 37KN/m. Compute the area of reinforcement required at midspan, and select the reinforcement bars. Ser AN of a Beam for Which band d Are Not Known A beam is to carry its own dead load plus a uniform service live load of 25.5 kN/m and a uniform superitap sed service dead lod of 14.5 kN/m
Structural Theory Calculate the horizontal and vertical displacement at point C & L of Problem.
Question 3 of 15 > -/5 View Policies Current Attempt in Progress The bell-crank mechanism is in equilibrium for an applied load of P = 30 kN. Assume that a = 300 mm, b = 245 mm, and 0 = 64°. Calculate the resultant force on pin B. (1) F1 Bell crank В B a Support bracket Answer: B = i kN
A beam is shown in the figure given below where A is hinged, and B and C are roller supports. Use Three-Moment-Theorem to determine the end moments and draw the BMD for the beam. w kN/m P2 kN P1 kN B A D 2ΕΙ 2EI EI T77 L4 L3 L3 L2 Data Table L1 L2 L3 L4 P1 P2 (m) (m) (m) (m) (kN) (kN) (kN/m) 2 4 4 3 4 4 6.
For the beam below, determine the following, assume EI is constant. What is MBA in k-ft? O Select the correct response: C 108 -72 72 2 k/ft -180 24ft
For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 10 kN, F2 = 20 kN, F3 = 25 KN, F4 = 40 kN, and M = 120 kN-m. 6 m H G F F₁ Answers: 8 m F₂ Equation of line: y = x-axis: x = i 6.99 y-axis: y = 2.91 i B M D 0.415 -F₁ F₂ m m X+ 2.91 m
STRENGTH OF MATERIALS I NEED URGENT HELP FOR MY QUESTION PLS
Determine the shear value when x = 6m (from the left) for the beam shown Where: P1 = 51kN; P2 = 42 kN; W1 = 11kN/m; W2 = 21kN/m 4m P1 P2 w2 44/2 m² 4 R R₁ 2 m A EU 5 m W1 3 m
- For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 15 kN, F₂ = 25 kN, F3 = 45 kN, F4 = 25 kN, and M = 110 kN-m. O 6 m H Your answer is partially correct. G Answers: 8 m F₂ B x-axis: x = i -11.4 y-axis: y = i 7.27 Equation of line: y = 0.636 M D F₁ F₂ m m X + i 7.27 m
For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 35 kN, F2 = 35 kN, F3 = 50 kN, F4 = 35 kN, and M = 140 kN-m. A 6m H F 5 Answers: 8 m x-axis: x = y-axis: y = i F₂ Equation of line: y = i --x B M F D - F, m m x+ Mi 3
SHOW COMPLETE WORK AND FBD