Assume that the clamp shown has been tightened on wooden planks being glued together until P= 360 N. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 50 mm Determine the location of the neutral axis in section a-a. 1mm above D. The neutral axis is [ A в. 10 mm Section a-a D ++ 4 mm T 20 mm 4 mm

Assume that the clamp shown has been tightened on wooden planks being glued together until P= 360 N. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 50 mm Determine the location of the neutral axis in section a-a. 1mm above D. The neutral axis is [ A в. 10 mm Section a-a D ++ 4 mm T 20 mm 4 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

Similar questions

The figure shows a cutaway view of an assembly in which a solid bronze [G= 6,500 ksi] rod (1) is fitted inside of an aluminum alloy [G = 4,000 ksi] tube (2). The tube is attached to a fixed plate at C, and both the rod and the tube are welded to a rigid end plate at A. The rod diameter is d₁ = 1.55 in. The outside diameter of the tube is D₂ = 2.8 in. and its wall thickness is t₂ = 0.115 in. Overall dimensions of the assembly are a = 35 in. and b = 11 in. The allowable shear stresses for the bronze and aluminum materials are 9800 psi and 8500 psi, respectively. Further, the rotation angle of end B must be limited to a magnitude of 4.2°. Based on these constraints, what is the maximum torque Tg that can be applied at end B? Fixed End plate plate di TB Rod (1) D₂ Answer: TB = A Tube (2) a lb-in b B
Figure Q3 shows the copper shaft subjected to the axial loads. Determine the displacement of end A with respect to end D. The diameters of each segment are daB = 75mm, dâc = 50mm, and dcp = 25mm. Take Ecu 3D 126GPa. (C02, СЗ, РО1, WP1) %3D 1250mm 1875mm 1500mm 10kN 30KN 5kN C 15KN 10kN A В
The frame shown in the figure is hinged to rigid supports at A and E. Find the components of the hinge forces at A and E and the forces in members BC and BD. Need only a handwritten solution only (not a typed one).
*2-13. The piece of rubber is originally rectangular. Determine the average shear %y at A if the corners B and D are subjected to the displacements that cause the rubber to distort as shown by the dashed lines. 3 mm- D 400 mm A-300 mm- B 2 mm Answer from the back of the book: Yxy = 0.0412 rads X
Use slope-deflection method to compute the bending moments of element ends for the following structures: 7) Use slope -defle ction Ast 4 4 12 t- 2006 Pa I= 100x 16mm" E = 200 GPa %3D I= 100× 106 mm4 For this question also compute the deflection at Point B.
21:19 40 A 9 41%- Chegg Home Expert Q&A My answers ( Civil Engineering Question The rope ABexerts a 46 - N force T on the collar at A Let rCA be the position vector from point Cto point A (Figure 1) Figure You answered Bo P1 II
3 The piece of plastic is originally rectangular. Calculate the shear strain Yxy at corners A and B if the plastic distorts as shown by the dashed lines. 2 mm 300 mm 2 mm D -400 mm- mm, B A 4 mm 72 mm 3 mm X
The change in diameter of the large steel bolt is carefully measured as the nut is tightened. Knowing that the initial diameter d = 50 mm, E = 190 GPa, and ? = 0.27, determine the internal force in the bolt if the diameter is observed to decrease by 0.009 mm after the nut has been tightened. Assume that the supports shown are fixed and rigid. d
Determine the shear strain vxy at corners A and B if the plate distorts as shown by the dashed lines. mm 2 mm 4 mm 2 mmț B 300 mm {2 mi D A 400 mm 3 mm
Links BC and DE are both made of steel (E = 29 x 106psi) and are 1/2in wide and 1/4in thick. Determine the corresponding deflection of point A if P = “W +X” kips
Using Tall = 68 MPa and G= 27 GPa, determine for each of the aluminum bars shown the largest torque T that can be applied and the corresponding angle of twist at end B. Refer to Table 3.1. (a) (b) 45 mm 15 mm 25 mm 25 mm 900 mm B Check my work B The largest torque that can be applied at end B of bar a is N-m and the corresponding angle of twist is The largest torque that can be applied at end B of bar bis N-m and the corresponding angle of twist is
The beam is made from four boards nailed together as shown below. If the nails can each support a shear force of 500 N, determine their required spacing s' and s if the beam is subjected to a shear of V = 3.5 KN. 25 mm 250 mm 250 aut BE 40 mm 25 mm 25 mm 50 mx