I Review The 1.16-in.-diameter rod in (Figure 1) is subjected to the loads shown. Part A Determine the state of stress at point B. Express your answers, separated by commas, to three significant figures. IVα ΑΣφ vec ? OB =, (Tzy)B =, (T2)B = ksi (C), ksi, ksi Figure 1 of 1 Submit Request Answer < Return to Assignment Provide Feedback 9 in. 200 lb 300 lb 1200 lb in.

I Review The 1.16-in.-diameter rod in (Figure 1) is subjected to the loads shown. Part A Determine the state of stress at point B. Express your answers, separated by commas, to three significant figures. IVα ΑΣφ vec ? OB =, (Tzy)B =, (T2)B = ksi (C), ksi, ksi Figure 1 of 1 Submit Request Answer < Return to Assignment Provide Feedback 9 in. 200 lb 300 lb 1200 lb in.

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

Fig.( a) shows a steel wire 1 mm diameter is stretched horizontally between two fixed points apart. A vertical load applied at the mid span of the wire causes a vertical displacement of 45 of the point of application of the load applied. What will be the stress induced in the wire and load applied? Neglect the weight of the wire. Take E for the wire material as 200 GN/m². F L 1 m P S N -1 m- M
in (Eigure 1), the forces in members A and Care FA = 6.5 kN and Fc = 3 kN. The force system is concurrent at point O. Determine the forces acting on members B and D that are required for equilibrium. Fo Part A 45 Submit FB = Value Part B Determine FB. Express your answer to three significant figures and include the appropriate units. μA Request Answer BASED 60" Units B FB Determine FD. Express your answer to three significant figures and include the appropriate units.
QUESTION 1 The following beam is simply supported, the support at A is a pin and B is a roller. The concentrated load of 40 N is located in the center of the beam. What are the boundary conditions you would use to determine the equation of the elastic curve for the beam using the x coordinate that is valid for 0 sxSL? Provide the values you would us in the equations. 40 N IT Arial 3 (12pt) 三 ABC i nd Submit to save and submit. Click Save All Answers to save all answers.
Problem 3 Part A If the support at B is suddenly removed, determine the initial horizontal component of reaction that the pin A exerts on the rod ACB. Segments AC and CB each have a weight of 13lb . (Figure 1) Express your answer with the appropriate units. HA : of 1 Value Units Figure 1 Ahorizontal = 3 ft Submit My Answers Give Up Part B Determine the initial vertical component of reaction that the pin A exerts on the rod ACB. 3 ft Express your answer with the appropriate units. Avertical = Value Units Submit My Answers Give Up
Consider the beam shown in (Figure 1). Set F = 65 kN. Neglect the thickness of the beam. Figure -2 m 26 KN 4m 8 ▼ Part A Determine the & and y components of reaction at the pin A. Express your answers in kilonewtons three significant figures separated by a comma. Az. Ay = Submit Part B TBC = VAX 1 vec G Submit Request Answer Determine the tension in cord BC. Express your answer to three significant figures and include the appropriate units. HA Value A → C Request Answer Units A C B ? < Return to Assignment Provide Feedback KN ?
1) The head H is connected to the cylinder of a compressor using six steel bolts. If the clamping force in each bolt is 4000N, determine the normal strain in the bolts. Each bolt has a diameter of 5 mm. If o₂ = 280 MPa and Est = 210GPa, what is the strain in each bolt when the nut is unscrewed so that the clamping force is released? a) 0.970 b) 0.203 c) 0.970(10-³) d) Insufficient information to determine because the stress is beyond yield point H &
The gusset plate is subjected to the forces of three members as shown in (Figure 1). The forces are concurrent at point O. Take F = 6 kN. Figure 9 kN 1 of 1 Part A Determine the magnitude of the tension force in member C for equilibrium. Express your answer to three significant figures and include the appropriate units. T = Part B Submit Request Answer 0 = μA Value Submit Provide Feedback Determine the angle for equilibrium. 0 Express your answer in degrees to three significant figures. 15 ΑΣΦΠ Request Answer (2 Units vec ? ? Next >
The cords suspend the two buckets in the equilibrium position as shown in (Figure 1). Bucket A has a weight of 60 lb. Figure 45 A 130 30- 70 Part A Determine the tension in cord KC Txc Express your answer in pounds to three significant figures. TKC- Submit Part B TCD Determine the tension in cord CD TCD Express your answer in pounds to three significant figures. Submit Part C ΑΣΦ 111 ves WB= Request Answer Su ΑΣΦ. 11 vec Determine the weight of bucket B. Express your answer in pounds to three significant figures. 19Η ΑΣΦ Request Answer vec ? ? OWNE ? lb lb lb
"The force applied at the handle of the rigid lever causes the lever to rotate clockwise about the pin B through an angle of 2°. Determine the average normal strain in each wire. The wires are unstretched when the lever is in the horizontal position. (i of. 200 mm 200 mm 300 mm 300 mm E B D 200 mm H Figure 3. Problem 3.
The quadrilateral plate (negligible weight) shown below is loaded with a block of weight, W = 68 kN, and a force, F = 51 kN) inclined at an angle alpha = 30 degrees from the vertical, such that it is in equilibrium. With %3D a = 1 m, A 2a A B W - 3a + 2a -- За Calculate the abscissa of the loading point A at the edge of the plate. Select the correct response: 0.929 m 0.413 m 0.619 m 0.620 m
= 5.29 Knowing that P Q = 480 N, determine (a) the distance a for which the absolute value of the bending moment in the beam is as small as possible, (b) the corresponding maximum normal stress due to bending. (See hint of Prob. 5.27.) THEMOM DV P nedw to absol be500 mm 500 mm pripoly not Alase BOLERON 9T AO mersib anamorp sode bol ng appiled: the batuda Fig. P5.29 edi te ating out A Daniloobo CV. D (5.6b) Q f 12 mm s mas i nadw bozudiruaib ebimnice di Tibe sade 2b2 B (10. busd bus bris to pages. eda sdtlanbi are noe minnas li batalize yo led ditw i most u tamom gaiboedshus en betrovalmisoled loads Dignst Box brol 18 mm
The torsional assembly consists of solid 3.0 in. diameter aluminum [G= 4,000 ksi] segments (1) and (3) and a central solid 3.4 in. diameter bronze [G= 6,500 ksi] segment (2). Segment lengths are L₁ - L3 = 38 in. and L₂ = 70 in. Concentrated torques of Tg = 2To and Tc-To are applied to the assembly at B and C, respectively. If the rotation angle at joint B must not exceed 2.2%, determine: (a) the maximum magnitude of To that may be applied to the assembly. (b) the maximum shear stress magnitude in aluminum segments (1) and (3). (c) the maximum shear stress magnitude in bronze segment (2). (1) B 2To L2 (2) C To L3 (3) D