Problem: In the figure shown, determine the value of P acting to the left tat is required to pull the wedge out from under the 400 kN block. The angle of friction is 20° for all contact surfaces. 400 60 10

Problem: In the figure shown, determine the value of P acting to the left tat is required to pull the wedge out from under the 400 kN block. The angle of friction is 20° for all contact surfaces. 400 60 10

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: 1. Calculate the values of the reactions, slope at C, and deflection at B. Use E = 200 Gpa and I =…

Q: A beam shown in the figure is subjected to concentrated loads at point C and D. The span AB has a…

A: Given:- To find:- It is required to calculate moment at A E and C.

Q: The collar bearing uniformly supports an axial force of P = 5 kN. If the coefficient of static…

A: Given data: R1 = 0.075 m R2 = 0.1 m. P = 5 x 103 N. µs = 0.3

Q: Situation #1 El is Constant (Assume El = 1 kN-m²) Y KN 3 m-1 10 + A X KN - 4 m B 5. Determine the…

A: L = 10+8 = 18m

Q: II. Determine the slope at B and the maximum displacement of the beam. Use the moment-area theorems.…

A: Given Data E = 29 × 103 ksi I = 500 in.4 Determine slope at point-B and maximum deflection of the…

Q: Compute the ff. A) Solve the vertical reaction at point A using slope deflection method. B) Solve…

A: Given Data E = 210 GPa I = 200 × 106 mm4 Determine using Slope-Deflection Method. A. Vertical…

Q: Q3] For the given beam, neglecting self weight, find: (1) The equation of the deflection curve. (2)…

A: INTRODUCTION: The analysis of slope and deflection is determined using one of the method of double…

Q: 1.1

A: Step 1:Given:The force applied on the block: P=543NThe direction of the applied force above…

Q: 2.6 The rigid bar BC in Figure is supported by the steel rod AC of cross-sectional area 160mm². Find…

A: Given Data Cross sectional area of rod (A) = 160 mm2 E = 200 GPa Determine the vertical…

Q: Problem No. 1 Using double value of X that must be applied at the end of the overhang D so that the…

Q: Determine the deflection (mm) at point B of the beam shown below. 250 kN A 6 m -3 m- -3 m- El =…

Q: 50 ka 30 kw lm 2 m E Im 7 im B sm C 4m 6m

Q: Calculate the vertical component of the internal force at B. Let W = 2 kips/ft. and P = 22 Note: 1.…

Q: A steel shaft is fixed at its one end as shown in figure find and maximum. G=84GPA :Total angle of…

Q: A simply supported beam with a length L = 13 ft and height 8.8 in. is bent by couples M, into a…

Q: 9.3-17 The beam shown in the figure has a guided suppot at A and a roller support at B. The guided…

A: Draw FBD: Calculate Bending moment equation:

Q: 2. For the overhanging beam shown, determine the maximum value of Elð between the supports using…

A: Solution Given Data

Q: Using the triple scalar product to determine the moment of the 750 N force about lineOC, you could…

A: To choose the position vector that can not be used to determine the moment of the 750 N force about…

Q: b) The beam of length L is embedded at its left end and simply supported at its right end, and a…

A: The beam of length L is embedded at its left end and simply supported at its right end w(x)=w0…

Q: The 36-lb collar shown is released from rest in the position shown. It slides with negligible…

Q: VWM - PROBLEM 4. Using the VIRTUAL WORK METHOD, and the value of EI are E=200 GPa and I=18x10ʻ mm*.…

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

Q: 9.3-8 Derive the equation of the deflection curve for a cantilever beam AB supporting a load P at…

A: Draw FBD: Using Macaulay method: Moment:

Q: Find the deflection at b, c and d for the loaded beam shown in the figure below by using finite…

A: to find deflection at b,c,d

Q: (0.80) D The 5 ft diameter cylinder weighs 5000 lbs. and is 5 ft long as shown. Determine the…

Q: surfaces of CO 100 KN P F 30°. 30° 15 R

Q: The slotted arm OA rotates about a fixed axis through O. At the instant under consideration, 0 =…

Q: uncracked transformed section

A: Given: The dimension of the beam is 300 mm x 500 mm Modular ratio, n = 8 Reinforcing steel bars = 4…

Q: The mass of block B is 95kg while that of A is 59kg. A horizontal force P=468N is applied at block…

Q: The wedge in the figure below is used to level the member. Determine the horizontal force P that…

A: To determine the horizontal force (P) required to move the wedge forward fro the given system with…

Q: Problem 3: In the wedge figure shown in STAT-002, determine the value of F. The angle of friction at…

Q: Situation B: From the given continuous beam, use Slope Deflection Method, Let q in kN 6q- D B -7.5m…

A: NOTE - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…

Q: Solve Castigliano's theorem. Show written solution on this problem.

Q: Determine the range of P for which the system of two blocks will be in equilibrium. Friction is…

A: The free body diagram for the block A. The friction force between block is zero.

Q: a. Calculate reactive forces. b. Plot Shear & Moment Diagrams labeled with pertinent values. c.…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: 5.) Determine the External Force Experienced by member AB. 6.) Determine the External Force…

A: Given force F1=217.366 N and F2=449.399 N length L1=2.303 m and L2=6.05 m

Q: The bell crank fits loosely into a 0.5-in-diameter pin. If P = 41 lb, the bell crank is then on the…

A: Draw the free body diagram as follows:

Q: Please solve for the vertical displacement at C. (EI is constant and A is a fixed support). Convert…

A: Find: vertical displacement at C

Q: Please answer fast and do right answer.

A: Step 1: ⁠⁠⁠⁠⁠⁠⁠Step 2: Step 3:

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Problem:
In the figure shown, determine the value of P acting to the left tat is required to
pull the wedge out from under the 400 kN block. The angle of friction is 20° for
all contact surfaces.
400
60
10

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

Q7. Use the method of conjugate beam to find the slope and defection at a distance of 2m from the free end of the cantilever be am shown in the following figure. Take EIBC equal to 2EIAB and EICD equal to 3EIAB. Take IAB = 5000 cm¹. 20 kN 10 kN/m с A 3 m 3 m 3m D
*Use Slope Deflection Method *The answers must be in 4th decimal place and in box. *Need ASAP....
Before the load P was applied, a gap, ?0(2.75mm) existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ(5.5mm) and the reaction at B. (Hint: Use the method of superposition and beam deflections in Appendix A)
Shear force acting on section H in the figure Shear stress y when T = 50 kN acts Draw the distribution of zy.
The cantilever beam consists of a W530 × 74 structural steel wide-flange shape [E = 200 GPa; I = 410 × 106 mm4]. Use discontinuity functions to compute the deflection vC of the beam at C for the loading shown.Assume LAB = 3 m, LBC = 2.2 m, P = 39 kN, w = 23 kN/m.
Determine the displacement at B using Moment-Area Method
Solve using Conjugate Beam Method. N-mm
The beam cross section below is idealised into booms and thin skins. The section is symmetrical about the y axis. It is a closed section but an imaginary cut has been made on the left hand side in order to find the q, distribution. A shear force of S, is applied. The shear flow is constant between the booms and the q, components are shown in the shaded blocks (with direction). The constant component, qo is also shown. + Yb1 b... a a 2.5a The following values are known: S, = 626 N a = 68 mm b= 85 mm 961 = qb2 = 4a 2a Use these to calculate the value of go in the (anticlockwise) direction shown. Enter your answer as N/mm, to 3 significant figures, but without the unit. You have a 3% margin of error.
20KN/m 20KN/m 2m 1m 1m A cantilever beam is loaded as shown in the figure. Assume El is constant. Determine: a. The moment at point A. b. The deflection in terms of El at the point "F", 3 meters from the free end. C. The maximum deflection in terms of El.
Determine the slope of the elastic curve over the right support, and the maximumdeflection of the beam shown using a.) Direct Integration Method b.) Area MomentMethod
8-15. The symmetrical crab hook is used to lift packages by means of friction developed between the shoes A and B and a package. Determine the smallest coefficient of static friction at the shoes so that the package of weight W can be lifted. 2 ft to C 1 ft 0.8 ft E 45° da A 1 ft- F B D
The 719-N force is applied to the 109-kg block, which is stationary before the force is applied. Determine the magnitude and direction of the friction force F exerted by the horizontal surface on the block. The force is positive if to the right, negative if to the left. H₂ = 0.83 H = 0.59 Answer: F= i 21° N P = 719 N