Answered: For the beam shown, determine the…

For the beam shown, determine the reactions at A, B, C, D and E. At B, and D are pin supports, at A is a fixed support and at C and E are roller supports. -200-16/1 8 150 16/1 OC D B tata

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: The pin-connected frame shown consists of members ABC, DEC and EBF. It is loaded as shown. Determine…

A: Solution: The pin connected frame shown below:

Q: The static indeterminacy of the frame shown below is Hinge

A: Given data : Number of member (m)=5 Number of support reaction (R) =3+3+3+1=10 Number of joint (J)=6…

Q: If AC is a two-force member and the magnitude of the reaction at A is 4.63 kN, determine the…

A: Here, HA = Horizontal Reaction at A VA = Vertical reaction at A HB = Horizontal…

Q: H.W.: Draw the I. L. for the axial force in member BE for the truss shown below. E F H 3 m A 3 @4 m…

A: Considering the unit load at A: ∑Fy=0FBE=0

Q: B 1 A 1/2 IP 1/2 IP 1/2 D A frame ABCD is supported by a roller at A and is on hinge at C as shown…

Q: 2-21. Determine the reactions at the supports A and Ros the compound beam. There is a pin at C. 4…

A: To Find :- reactions at supports A & B.

Q: CDEFGH is plate with a circular hole in it and has a unit weight p (N/m²). It is attached on DE beam…

A: Center of gravity: The point in a system where the total weight or mass of the body is assumed to be…

Q: II A. USE THE PORTAL METHOD AND DETERMINE (APPROXI MAITE:) THE REACTIONS @SUPPORTS A, B, C ANDO. B.…

A: Note : Since you have asked multiple methods, we will solve the first method (Portal method) for…

Q: The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E…

A: Load P = 56 kNA1 = 600 mm2 and A2 = 300 mm2E1 = 110 GPa and E2 = 77 GPa

Q: The determination of the truss's support reaction is done first and then the section is isolated for…

A: Explanation : For calculating the forces in the truss members, the method of sections is used. The…

Q: regular rod is 3 meters long and weighs 100 Newtons, with ends A and B resting on two supports and…

A: To find support reaction at A and B

Q: Determine the reactions at the supports and the forces in the members of the truss shown with the…

Q: Determine the horizontal reaction in kips at the connection A of the gable frame. Assume that A, B,…

A: Consider the figure,

Q: P6-1. In each case, calculate the support reactions and then draw the free-body diagrams of joints…

Q: The A-frame shown supports the 250-N load and 85-N load acting on horizontal member. It is hinged at…

A: To find pin reaction at B, C,D

Q: nt B of each force Olb F3 = 160 lb 4-5. Determine the moment of each of the three forces about point…

Q: Find the reactions at each pin in the frame below. F = 422, P = 425, L = 3. (Required FBDs ) After…

Q: The dead load on the bridge girder is 800 N/m and the live load is shown below. Assume B and D are…

A: Given data: Dead load on the bridge girder=800 N/m Series of point live loads are moving on girder…

Q: e Frame is hinged at rigid supports in A & E. Find the components of the Reaction at A and E and the…

A: To find support reaction and force in member BD ,BC

Q: For the compound beam EFGHI shown below, determine the reactions at the supports E and I.

Q: Determine (approximately) the reactions at the base of the columns of the frame shown in Figure. Use…

A: To Determine: The reactions at the base of the columns of the frame by using a portal method of…

Q: The frame shown in figure below is hinged to rigid supports at A and E. Find the components of the…

A: Note : BC and BD are 2 force members so they are subjected to axial forces only

Q: As shown below, the compound bream is fixed at A and supported by a rocker at B and C. There are…

A: Step 1:Step 2:Step 3:

Q: 3) Determine reactions at the supports of the structures shown below. A 6 kN B |--2 m2 m2 m -——3 m-…

A: Given:Required:Support reaction

Q: H-3A tie rod 56x 125

A: Given Data:E=30×10 psiLoad = 200lb/ftH=3ftL1=6ftL2=2ft

Q: Know each of the structures if statically determinate, statically indeterminate, or unstable. If…

A: Given data in question Beam Truss Frame To find out Indeterminacy Note Ds =total static…

Q: this is the primary structure of a frame that is indeteminate. I am using the force method to solve…

A: Approach to solving the question: Detailed explanation: Examples: Key references:

Q: The compound beam is fixed at A and supported by a rocker At B and C. There are hinges (pins) at D…

Q: Solver for Axial force at column EA. Shear force at girder EF. End moment at girder EF.

Q: Determine the reactions at the supports and the forces in the members of the truss shown with the…

A: Given data:- A = 400 mm2 E = 200 GPa = 200 N/mm2 Principle of least work:- The idea of least effort…

Q: F3-6. Determine the force in each member of the truss and state whether it is in tension or…

A: Determine the force in each member of the truss and state whether it is in tension or compression.

Q: 30kW intermal * hinge 40kW 20k N nteraat hinge マ 3m ' im' im 2m Im 3m

A: Hello dear this is the solution of your problem Please find the attached solution below, thanks

Q: L B Determine the reaction at the roller support and draw the bending moment diagram for the beam…

Q: Determine (approximately) the reactions at the base (A, B, C, D) of the columns of the frame shown.…

A: To determine: Support reactions ar A, B, C and D.

Q: Problem 2 The truss shown carries the following uniform live load and concentrated live load. F. 3 m…

Q: A beam is supported as shown below: Hinge A B F 1 m 1m 1 m 1 m 1 m The beam is to carry the…

Q: PLEASE ANSWER ASAP!!! PROVIDE FBD FOR THE PROBLEM. ANSWER THE FOLLOWING CORRECTLY BY PROVIDING CLEAR…

Q: 3m 3m S

Q: 5) Find the force in member EF (

Q: A 3m 10N FV 1m 15N G 2m C 2m D 2m 10N H 1m E 3m B

Q: Determine the reaction at the support A of the frame. 5 kip 7 kip 10 kip 2 kip -6 ft- -8 ft -6 ft- 8…

A: Free Body Diagram of the given problem:

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

PROBLEM 2
For the beam shown, determine the reactions at A, B, C, D and E. At B, and D
are pin supports, at A is a fixed support and at C and E are roller supports.
-200 16/1
8
150 16/1
0
OC
tatat

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 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

Calculate the pin reactions at pins A, B, and D in the frame shown. Neglect the weights of the members. - Draw Free-body diagram - Solve quickest most simple way, save yourself time.
Determine the axial force in each member. The loading at B is 1 kN
The beam in Fig 5-1. is used to support a dead load (self weight of 0.8 kN/m, a live load 4 kN/m, and concentrated live loud of 20 kN/m 1- Draw the influnce for Shear at C (vc) [use Muller preslau's method, 2- Determine (a) the maximum negative shear at c. Assume Band D are hings and E is an interval hinge, |--4m C IB 4n E T D
show complete solution ang fbd.
Note:hand written solution should ne avoided.
Problem 6 Determine the support reactions at A and B. Member ACD is rigidly connected to the ground. Member BCE has a slotted hole at C, through which it is connected to member ACD. The pulley at E is frictionless. 4 ft 4 ft D A |——3 ft ——▬3 ft- E 50 lbs
も-&m-c A e 14m A 3m Support "X" at D Function at Cis shear Positive shear at c (a) Prove that the beam is statically determinate.
PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU. From the frame loaded as shown. Solve the following: a. Reaction at column A.b. Moment at column A.c. Force at member GH.d. Force at member FE.e. Force at memeber FH.
Determine (approximately) the reactions at the base (A, B, C, D) of the columns of the frame shown.Use the portal method of analysis and show your COMPLETE solution.
2-2 A 100-N force is applied at end C of the rod as shown. c) Assess the effect of the angle being varied from 0° to 360° to the moment of the 100-N force about point A. [b) (i) MA=0 N-m; (ii) MA=-24k N-m; (iii) MA=-12k N.m] 2-3 A 600-N force is applied on end D of the bent rod as shown. c) Assess the effect of the angle being varied from 0° to 180° to the moment of the 600-N force about point A. [b) (i) MA= 180 N-m; (ii) MA= - 480k N-m; (iii) MA= 180k N-m; (iv) MA=- 432k N.m] Figure IA Figure 150 mm P2-2 600 N 50 cm B P2-3 90 mm 0 000 B 30 cm C 100 N 30 cm
500 mm 500 mm B E A -120 N -300- mm PA D 300 mm 750 mm 200 N C For the frame shown below, calculate: a) the magnitude of the force that the pin at C exerts on the member BDC. b) the magnitudes of the forces that the pin at B exerts on the members BFA and BDC. Assume that the 120 N force is applied to the Pin at B.
The compound beam is pin supported at C and supported by a roller at A and B. Note that there is a hinge at D. Find the reactions at the supports. Neglecting the thickness of the beam. (Provide the whole solution along with its FBD)