Answered: Calculate the force in HE. Assume…

Calculate the force in HE. Assume tension = positive. Given information repeated for your convenience: P₁ = 23 kN, P₂ = 39 kN, X = 6 m, Y₁ = 2 m, Y₂ = 8 m H P₁ X G E P2 X D CI X B Al Y₂

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: Determine the magnitude of the moment developed at the base A of the circular sign due to the wind…

Q: A sawn lumber column with a 5.5 x 5.5-in. cross section has an 11-ft effective length. Knowing for…

A: For sawn lumber column,Dimension is 5.5 × 5.5-in. cross sectioneffective Length= 11-ft σC = 2050…

Q: 10 kN/m 3m 3 m M₁ 25 kNm

Q: The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200…

A: Find the maximum bending moment in the beam.

Q: Im 1 kN/m 2.14

A: A beam is given with UVL, we need to draw the shear force and bending moment diagram

Q: Q2. Problem 17.7 from Structural Analysis (6th Edition) - Aslam Kassimali. Determine the reactions…

Q: oblem 11.34 The oil tanker has a smooth surface area of 4.3(103) m² in contact with the sea. The…

Q: A rigid rod AB is attached to a hinge at A and to two springs, each of constant k = 2 kip/in., that…

A: Given 2 springs of constant 2 kips/inHeight 2.3 ftTo find out Critical load

Q: Either by Slope Deflection Method or by the Moment Distribution Method (max of 4 iterations/cycles…

A: For the given probelm i am using slope deflection method solve this problem.

Q: 2.3 Considering the flow upstream of a sluice gate, the gate closes suddenly. The initial flow…

A: 2.3 Considering the flow upstream of a sluice gate, the gate closes suddenly. The initial flow…

Q: AW14x22 beam is subjected to a moment of 99 ft-kips. What is the bending stress in the beam in psi?…

A: Given data - Section W14×22Moment = 99 kips- ft Find out - Bending stress in beam ?

Q: Determine the reactions and draw the bending moment and shear force diagrams for the frames shown…

A: Given:IAB=2.25IBCE=29000 ksiThe given frame is of a non-sway frame having both ends fixed, with a…

Q: 5 m |— 2.5 m A Gate W B 7 m

Q: The Atterberg limits of a soil sample are: Liquid limit= 50% Plastic limit = 30% Shrinkage limit =…

Q: (1) What is the elongation for the shown s is 200 GPa a. 0.2 mm b. 0.02 mm c. 0.002 mm d. 2 mm e. 20…

Q: Compute all reactions of the beam below, and draw the shear and moment diagram. Use the template for…

Q: Problem 4. Calculate the moments of inertia of the given built-up section with respect to the x- and…

A: A composite crossection is given as follows

Q: Draw isometric details of one isometric drawing -concrete to metal connection,drywall…

A: Draw a isometric details of following:-concrete to metal connection -dry wall partition -ceiling…

Q: PROBLEM 3. (30 PTS.) Use either the Portal Method or the Cantilever Method to approximate all the…

A: The objective of this question is to calculate the shear, moment and axial forces in the members of…

Q: For the channel cross section shown, t = 0.25 in, b = 6 in and h = 2.25 in. The centroidal…

A: Channel cross section is given and we need to find the centroid in y direction.

Q: The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200…

Q: A 4m By using this formula A C ←c→B ·b· (a≤ b, c = √\b(L+a) 200kN 2m 0₂ B UKB 457 x 152x 82 Wac²…

A: Concentrated load acting on beam, Length of beam, Distance between right support and concentrated…

Q: SOLVE THE FOLLOWING PROBLEM AND SHOW YOUR COMPLETE SOLUTIONS FOR BETTER UNDERSTANDING. ILLUSTRATE…

A: Flexural stress of steel, To find: Suitable I beam for the given loads.

Q: The water table in a deposit of sand 8 m thick, is at a depth of 3 m below the surface. Above the…

Q: harges 100 efs of water. Determine the frictional loss of head per 1000 ft.

Q: 5. A hemispherical shell. With base horizontal and uppermost, filled with water. If the radius is…

Q: 6.8 Problem: A bracket shown in figure 6.8 carries an eccentric load of 80 kN at an eccentricity o…

Q: For the beam shown below, construct the Influence diagrams of the following functions: reaction at…

A: Given BeamInternal hingeTo find out ILD for reaction at B, D and shear at CNoteWe will use Muller…

Q: Solve the following problem and show your complete solutions. Explain your answer for better…

A: Given Load 2.7, 4.5 and 1.8 kNSpan 12 mTo find out Member forces

Q: hree identical circular A36 steel columns, A, B, and C, are carrying a 750kN block. The diameter of…

A: 3 identical circular A36 steel columns A, B, and C.The weight of the block is 750 kNThe diameter…

Q: The stresses induced by a surface load on a loose horizontal sand (ɸ = 30o) layer were found to be…

A: Normal stress about horizontal axis, Shear stress about horizontal axis, Normal stress about…

Q: Determine the discharge in gallons per minute of water through a 2-in. wrought-iron pipe if the…

A: D = 2 in HL = 12 lb/in2 per 100 ft pipe

Q: Consider a wheel-type tractor-pulled scraper whose gross weight is 118,700 lb. What is the…

A: The gross weight of tractor-pulled scraper = 118,700 lbdownslope = 4%Speed = 12 mphAlso, 1…

Q: Compute the moments of inertia of the area with respect to the centroidal axes parallel to x and y…

Q: Solve the following problem and show your complete solutions. Explain your answer for better…

Q: Df = A footing load test produced the following data: 0.5m, B 0.5m, L = 2.0m, Y'soil = 9.31 kN/m³,…

A: Df = 0.5mB = 0.5mL = 2mc = 0

Q: The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200…

A: Calculate the vertical reaction at support B.

Q: An incident occurs on a freeway that has a capacity in the north bound direction, before incident,…

Q: The truss structure in the figure is supported by a roller at Land hinge at M. When Fo=65 kN. (a)…

A: The following members of the truss structure in the image are zero-force members:BE, EC, FG, GQ, HP,…

Q: U-tube manometer is connected to a conical vessel as shown in figure. Manometer shows a reading of…

A: We have to determine the value of reading on the manometer when vessel filled with water.

Q: Determine the force in brace 2 if the braces are assumed to be non-slender. The story height is 8…

Q: Using the lower left corner as the reference origin, determine the location of the centroidal axes…

A: fig is givenFINDmoment of inertia

Q: The scissor truss below supports a roof with the factored loads shown. All members are steel shapes…

Q: A sedimentation basin in a water treatment plant treats a flow of 4.7 mgd and has the following…

Q: For the beams loaded as shown in the figure, determine the reactions R, and Rz 45 KN 40 KN 80KN R 2m…

Q: 7-6. Determine the equation of the elastic curve for the beam using the x coordinate. Specify the…

A: EI = ConstantDetermine the equation of the elastic curve, slope at A and maximum deflection of the…

Q: 1.4 What is the azimuth of line BC in Table 1.4 Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

Q: (a)Evaluate hydropower plants in terms of social and economic impact with your own evaluation.…

A: (a)Evaluate hydropower plants in terms of social and economic impact with your own…

Q: Determine the force in brace 2 if the braces are assumed to be non-slender. The story height is 8…

Q: based on the compaction curve shown, If the specification calls for a 94% relative compaction i he…

A: In the given graph, Maximum dry density (Optimum moisture content Relative compaction in the field…

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Note:hand written solution should be avoided.

Calculate the force in HE. Assume tension = positive.
Given information repeated for your convenience:
P₁ = 23 kN, P₂ = 39 kN, X = 6 m, Y₁ = 2 m, Y₂ = 8 m
-
क
Y₁
노
H
P₁
X
G
E
P₂
X
D
CI
X
B
Al
H
Y₂
K

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: Given data:

Step 2: Calculation:

Step 3: Calculation:

Solution

Step by step

Solved in 4 steps with 6 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

D 200 mm 300 mm - 400 mm- A C When force Pis applied to the rigid arm ABC, point B displaces vertically downward through a distance of 0.2mm. Determine the normal strain developed in wire CD.
2. Axilly loaded bar, fixed-fixed on both ends An axial load P=200×10³ N is applied on a bar as shown. Using the penalty approach for handling boundary conditions, determine nodal displacements, stress in each material and reaction forces. 1 200 -- P 2 300 200 w 1-A, -2400 mm; E, -70 x 10' N/m² 2-A₂-600 mm2; E₂ -200 x 10' N/m²
3. The force P applied to the brake handle enables the band brake to reduce the angular speed of a rotating drum. a) If P=340 N, determine the bigger tension on band brake. b) If P=340 N, determine the smaller tension on band brake. c) Determine the corresponding value of the braking torque acting on the drum. P u=0.2 0-2m R=0.225m 0.3m O• 15 m
Rcmid=13392 O Codex Alimentarius... A What requirements. 国 Re ey to.. EHide ble This course Let's consider a fixed supported beam subjected to a triangular distributed load as shown in the figure below. The equation of the shear force (0 sxs 2m) is given by: 100 N/m 2 m Select one: O v(x) = -300 X2 +300 (N) O v(x) = -100 X² + 100 (N) O V(x) = -500 X2 +500 (N) O v(X) = -75 X2 +75 (N) O v(x) = -200 Xx² + 200 (N)
THE RIGID BARS SHOWN ARE SEPARTED BY A ROUER AT C AND PINNED AT A & D. A STEEL ROD AT B HELPS SUPPORT THE LOAD OF 75 KN. compUTE ThE VELTICAL DISPLACEMENT AT C. STEEL ROD E = 200,000 MPa A = 400 mm? L = 4 m D 3.5m 2m || =l|
Q1/ The assembly consists of two 10-mm diameter steel rods AB and BC, and a rigid bar B. After applying the loads shown, determine: (1) The maximum normal stress developed in each rod. (2) The horizontal displacement of end C with respect to the fixed support at A. (3) Suppose that only rod BC is exposed to change in temperature, what would be the change that keeps point C in the original position. Use Est = 200GPA, xst= 12(10)-6 600 mm 400 mm 50 kN 40 kN В C 50 kN
Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A 302-N force is applied at A as shown. |-100 mm→ 200 mm - D 125 mm 200 mm 25° Determine the moment of the force about D. (You must provide an answer before moving to the next part.) The moment of the force about D is |N-m O.
A beam is subjected to a linearly distributed downward load and rests on two wide supports BC and DE, that exert uniformly distributed upward loads as shown. Determine the values of wec and WDE corresponding to equilibrium when WA = 750 N/m. 1200 N/m 20 C WBC ADA A 0.6 m- B' 0.8 m The value of WDE is The value of wBc is [ -3.1 ms -6 m- N/m. N/m. D (DE 1.0m E F
Situation 1: The 300-1b force is to be resolved into components along lines a-a' and b-b'. P 300 lb b 60⁰ a' 1. Determine the angle a knowing that the component along line a-a' is 240-lb. 2. What is the corresponding value of the component along b-b'?
The chain binder is used to secure loads of logs, lumber, pipe, and the like. If the tension T₁ is 2.4 kN when 0 = 28°, determine the force P required on the lever and the corresponding tension T2 for this position. Assume that the surface under A is perfectly smooth. Assume a = 100 mm, b = 400 mm. T₁ Answers: P= T₂ = i Al kN kN b [000000 T2
üz a aplanmadı ) üzerinden etlenmiş y ioruyu etle Н V The internal shear force V at a certain section of a beam is 60 kN.m. If the beam has a cross-section shown in the figure where h=243 mm, a=112 mm, b=182 mm, c=10,8 mm and t=14,7 mm, Determine the first moment of area (Q) for the point H (mm) where L=48,2 mm.
3. 40 mm- 20 mm 80 mm P Two blocks of rubber, each 80 mm long by 40 mm wide by 20 mm thick, are bonded to a rigid support mount and to a mov- able plate (1). When a force of P = 2,800 N is applied to the assembly, plate (1) deflects 8 mm horizontally. Determine the shear modulus G of the rubber used for the blocks. ans: G=1,15 mPa dy