A shear center of an H section with unequal flange is located rearer to the bigger flange. If the smaller flange is 16 mm by 100 mm,the larger is 16 mm by 200 mm, and the web is 9 mm by 284 mm, the distance of the shear center from the center of the biggerflange is:A 142 mmB) 248 mmC) 252.44 mmD31.56 mm

option d Explanation is given below

Answered: the distance of the shear center from…

Engineering

Civil Engineering

the distance of the shear center from the center of the bigger

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 rigid bar BDE is supported by two links All and CD. Lank All is made of steel (E200 GPa) and has…

Q: In a simply-supported beam loaded as shown below, the maximum bending moment in Nm is 1000 mm 500 mm…

Q: Three identical circular disks A, B and C are welded to the ends of three identical solid circular…

A: To find maximum shear stress in any of three bars?

Q: 333 of o, and a, if the principal stresses are known to be 20 MPa and -80 935. For the element shown…

Q: 1.) Solve the bending stress about poin and B 200kN m

Q: This is a determinate O Primary Structure O Virtual System Real Cus Dool Sustom

Q: If the Force of members AB, AC, and BC is 7kN, 6.06kN, and 0.37kN, what is the magnitude of the…

A: Given Data Force in member FAB = 7 KN FAC = 6.06 KN FBC = 0.37 KN Find force in member CD and…

Q: The member shown has a rectangular cross section, determine the state of stress that loading…

Q: 29. In an R.C.C structure, the tension zone lies in the: А. О Тор B. O Middle С. Side D. O Bottom

A: This question is related to Design of RCC structure.

Q: 5 Find the centroid of the following structure. (20 2.5" dia hole- centered 4" 5" 3" 4" 6" 3"

Q: Show that the maximum deformation produced will be twice that if the same weight 1417. A weight is…

Q: 2.28. The three bars shown in Fig. 2-45 support the vertical load of 5000 lb. The bars are all…

A: I have attached the image below Explanation:Step 1:Step 2:

Q: Total deformation Can be ab teined by in tegratug dx %3D ds %3D Wzt Wi -WZ.x

A: Integrate to get axial deformation formula δ=∫dδ=PE∫0Ldxw2+w1-w2Lxt2+t1-t2Lx

Q: S = 1500 N 50% A 330 mm 120mm C 180 mm T= 700 N B

Q: A Given the FLEXURAL beam shown=6000 RIGIDITY of the KN.m^2, find the :deflection at the roller…

A: Roller support is a support condition in which vertical movement is restrained while the rotation…

Q: (b) (5 pt) Draw and properly label a free-body diagram of ring A of the structure shown. Include…

A: For the given structure, the free-body diagram of ring A is to be drawn.

Q: 1) (5 pts) =1", r=1" 3" 1.5" 1.2"

A: As the body is symmetric with respect to the y axis ie x=0 line.

Q: Q.1: A shaft composed of segments AB, BC is fixed between the two walls at A and C and loaded as…

A: Given that: A composite shaft as shown -

Q: 0.4 m 0.3 m B A 0.2 m с D -0.4 m 30 kN E

Q: y P b 1500 N 240 mm 300 N 30° 120 mm 1000 N

A: The value of P and it's components can be calculated by taking horizontal forces and vertical…

Q: The corners of the square plate deform as indicated. determine the angular strain at A with respect…

A: The given figure is shown below:

Q: Determine the reaction of the beam shown. 30kN/m A 5m 15kN/m 2m 50kN 2m

A: Given: Required : Support reactions using method of consistent deformation

Q: 3: Analysis the structure shown in figure, El is constant W=20 KN/m 40 KN C. 4m

A: Given data in question UDL Point load Span member length To find out Analyze the structure The…

Q: This is a determinate structure, which must be statically stable and used in the analysis of MCD?…

A: Determinate structure- A determinate structure is one in which the unknown external reaction or…

Q: A nonrigid structure is a structure that offers significant resistance to its change of shape.…

A: Rigid structure is a structure that offers significant resistance to change of shape. A non rigid…

Q: In the figure shown, the Aluminum member (AC) with a diameter of 1.125in is connected with the steel…

Q: The beam is made from three polystyrene strips that are glued together as shown. If the glue has a…

Q: A positive internal shear force V causes a beam element to

Q: Q: For the state of stress shown in fig. below. Determine the principle stress and the max. shearing…

A: To find principle stress and maximum shear stress

Q: A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P- 7…

A: Given data: Length = 7mArea= 80×30 =2400mm2 Load = 2P=2×7Load=14KN

Q: 1) Derive the relationship between Young's modulus (E) and Bulk Modulus (K).

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

Q: 2.24 The biaxial loading is subjected to the polyethylene sheet as shown. Calculate the sides of AB…

Q: Show the step by step solution for problem 2-12

Q: e bolt. The body of the bolt has an outside diameter of d = 0.425 in. What is the maximum…

A: using torsion equation:TJ=ζmaxRT=torsion=Pa=J=polar MOI=π32d4R=radius=d2

Q: In the figure, the ac element is rigid and is held with the bars AB, CD and EF, each of which has a…

A: To find force in rod EF

Q: 오 A 3m SOKN ↓ 3m B J Hinge 10KN/M qm - ㅇㄹ C

Q: 900 mm 450 mm C D 500 mm 1250 mm P-1500 N

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

A shear center of an H section with unequal flange is located rearer to the bigger flange. If the smaller flange is 16 mm by 100 mm,
the larger is 16 mm by 200 mm, and the web is 9 mm by 284 mm, the distance of the shear center from the center of the bigger
flange is:
A 142 mm
B) 248 mm
C) 252.44 mm
D
31.56 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 1 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

A2
A plane element removed from a thin-walled cylindrical shell loaded in torsion is subject to the shearing stresses shown in Fig. 3-20. Determine the principal stresses existing in this element and the directions of the planes on which they occur. Ans. 50 MPa at 45° 50 MPa 50 MPa 50 MPa 50 MPa
For the frame and load shown in the figure,determines the components of all the forces thatthey act on the ABE element.
The brass rod AB is fixed connected at A. When the temperature is T₁-50 °C, there is a 3 mm gap between its end (point B) and the wall C. The cross-sectional area of the rod is 10 cm². Ignore the weight of the bar. The temperature is now increased to T₂-130 °C and the rod AB is pushing against the wall at C. Ebr = 100 GPa, abr = 20 x 10-6/°C Fallow 70 MPa L = 3m A 3 m B/C с 3 mm a. Draw a FBD for when the temperature is increased to T₂ and write down the force balance for this scenario. Call the reactions at FA and FC. Ton =1) und prit brolim volgen Aistis Intelesa si s b. State the compatibility condition and solve for the reactions at A and C.
Solve the bending stress about points A and B
subject: Statics of Rigid Bodies show your solution a. What is the force at Cb. What is the force at B
Calculate the support responses and the bond strengths at the C-joint of the carrier system given in the figure. 6 kNm 4 KN 4 KN 4 kN/m B 1m A 4 m 6 m 10 KN +2m +2m D 3 m F
Help
Determine the angle of twist between A and C for the brass shaft loaded as shown in Fig. 9.6.3. Take G = 40 GPa and %3D diameter of shaft = 40 mm.?? 400 Nm 1200 Nm 800 Nm A •B C. 1 m 1.5 m Fig. 9.6.3
Internal tensile forces in a rod subjected to a uniaxial pulling load
A bar assembly ABC is loaded with axial force 'P' is constrained at both ends. Analyze a bar element by i) ii) A Determining the reactions at either ends. Determining the reactions at either ends when the joint C is reduced by 'u' mm from wall/constraint joint C. 0.7 L Figure 1 0.5 L U
A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P = 7 kN, Determine the axial deformation of uniform bar 1 (in mm). Indicate negative sign if compression. 5P E-110 GPa 3P E=200 GPa 7m 3M 80mm 30 mm 30 mm 80 mm 30 mm 30 mm