4. The frame is subjected to the load of 15 kN which acts on member ABD at D. Determine the required diameter of the pins at D and C if the allowable shear stress for the material is Te 100 MPa. Pin C is subjecred to single shear, whereas pin D is subjected to double shear. 15 AN Him+15m 15m 15m

4. The frame is subjected to the load of 15 kN which acts on member ABD at D. Determine the required diameter of the pins at D and C if the allowable shear stress for the material is Te 100 MPa. Pin C is subjecred to single shear, whereas pin D is subjected to double shear. 15 AN Him+15m 15m 15m

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: Compute the shearing stress (MPa) in the pin at B for the member supported as shown. The pin…

Q: Determine the weakest point on either the shear or moment diagram and draw the stress square at the…

A: A beam hinged supported at A and roller supported at B with two point loads 40 kN and 20 kN acting…

Q: F14-6 The beam k subjectod to the kading shown. Determine the principal stress at polint C. 75 m 75…

A: Consider the figure,

Q: Answer

Q: 25 mm 160 mm Ain B 2 m 1m- Im For the beam and loading shown, consider the cross section nn. (a)…

A: Given data: P1=188 N P2=381 N b=25 mm d=60 mm

Q: Create a flow chart about safety criteria in highway engineering design.

Q: 4.yielding of the web represents one of the a) shear limit state) .b) moment limit state)…

A: The correct answer is option a) Shear limit statea) Shear limit state:A limit state in beam design…

Q: *1-44. The 150-kg bucket is suspended from end E of the frame. If the diameters of the pins at A and…

A: Given : Weight of bucket = 150 kg Dia of pin A = 6mm Dia of pin D = 10 mm To Find : Average shear…

Q: *1-44. The 150-kg bucket is suspended from end E of the frame. If the diameters of the pins at A and…

Q: a) Find minimum diameter nceded if the allowabe shear stress is 140 Mpa and the otation of point A…

A: Solution:- We know that torsion equation is, TJ=τr=GθL here, net torsion is , T=T3-T1+T2 =10-4+2…

Q: Compute the shearing stress in MPa in the pin at B for the member supported as shown in figure. The…

Q: PDL = 15 kN/m , PLL = 5 kN/m 2 - 16m 4m 5m 3m

Q: Fur the beum 'shown, A. ite eas. and draw the shear furre and bending moment diag rea ms. Arw r…

Q: At maximum shear location along the beam, find the shear stress deue loped in points B and C shown…

A: Draw the free body diagram.

Q: 25 kN/m 12m I 250KN VC B ↓ Am E-const. 8m 21 Tim

A: Given Data: To, Find: Reactions, shear force and bending moment diagram Concept: consistent…

Q: 1. Determine the maximum bending stress, in MPa, on the girder ABCD using the built-up section…

A: Step 1: Moment = 15x 102/8 =187.5 kNm Neutral axis depth= 274/2 =137mm Second moment of area…

Q: For the reinforcement shown, whose inclined force of 40 kN is applied in the same line of action of…

A: (a) Zero Force Elements: At a unloaded joint, when there are three elements meet out of which two…

Q: The frame is subjected to a load of 5 kN which acts on member ABD at D. Determine the required…

A: Given : Load = 5 kN Failure shear stress = 50 MPa FOS = 1.5 Determine the required dia. of pin D…

Q: P (kN)= 7 allow=45 Pin C=double shear Pin D=single shear

A: Given P (kN)= 7 Allowable shear stress=45Mpa Pin C=double shear Pin D=single shear

Q: C 105° SIMPLE STRESSES 50° D 65° 1. Two steel bars are connected by two 20 mm 60 KN 15° BLOCK E…

A: At joint B Consider the summation of forces in the vertical direction TBC sin65o+TBD…

Q: The pin at C has a diameter xx(see table below). Assume that the pin supports at C is stated at the…

Q: H.W.2: 1,200 mm The load P produces an axial strain of -1,800 ue in post (2). Determine the axial…

Q: PROBLEM 3' - A 4' 800 LB/FT A PIN DIA = 16" FINO THE AVERAGE SHEAR STRESS IN THE PIN AT C.

Q: Prob. 2.2-2. The structural tee shown in Fig. P2.2-2 supports a compressive load P = 200 kN. (a)…

A: step 1-

Q: Using method of consistent deformation, determine the vertical reaction at C (in kN). Indicate only…

A: Note : The frame is rotated while solving the problem for expert's convenience, though it does not…

Q: Q4 Two steel springs attached together in series as shown in Fig. P4-11 support a load P. The upper…

Q: 5. The lap joint shown is fastened by two %-in.- diameter rivets. Calculate the maximum safe load P…

A: (As per student demand, Solution to 5 ) To find:Calculate the maximum safe load P

Q: Problem 12 A plate is fastened to a fixed member by four 16mmo rivets arranged as shown. Compute the…

A: Calculate maximum shearing stress?

Q: 1-39 The lever is held to the fixed shaft using a tapered pin AB, which has a mean diameter of 6 mm.…

A: Given:Pin AB mean diameter,dm=6 mm

Q: n, determine the maximum value o (a) in link AB, (b) in link BC.

Q: member. (a) Dctermine the coordinates yR and Za of the point where the tensile load P must act in…

A: Please find the answer in the below attachments

Q: Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 5…

A: Given:

Q: end and a torque *21 in the opposite direction at the junct.on of t Deternine the toral angle of…

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

Q: 4-5 The A-36 steel rod is subjected to the loading shown. If the cross-sectional area of the rod is…

A: Displacement of b, δb =2.31 mmDisplacement of a, δa = 2.64 mmExplanation:

Q: P tB = 20 mm B -2 m- -4 m-

Q: В 10in 10in D 1.5in 2in

Q: thickness "t" of the steel plate if the

Concept explainers

Planar Stresses

Question

4. The frame is subjected to the load of 15 kN which acts on member
ABD at D. Determine the required diameter of the pins at D and C if
the allowable shear stress for the material is Taie - 100 MPa. Pin C
is subjecred to single shear, whereas pin D is subjected to double
shear.
15 AN
15m
15m

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

(a) Calculate the maximum shear stress Tmar in the shaft. (b) Calculate the angle of twist 0 (in degrees) at end D. 12,5 k-in. 9.8 k-in. 9.2 k-in. 12.5 in. 13.5 in. 12.75 in. D. C Bt -25 in.- -25 in. 25 in.
Determine the absolute maximum shear in the girder due to the loading shown.
6
Three pulleys are joined by solid steel shafts AB and BC. If G = 200 GPa, determine the unit shearing stress in shafts BC. In MPa A 25 mm ara B 450 N-m 1.2 m 1300N-m 38 mm dia 1.80 m 900 N-m
1. THE MEMBERS OF THE STRUCTURE SHOWN BELOW WEIGH 2918 N/M, DETERMINE THE SMALLEST DIAMETER OF PIN THAT CAN BE USED AT A IF THE SHEARING STRESS IS LIMITED TO 34470 kfa. ASSUME SINGLE SHEAR. 1.20 m 1.80m 1,20 M 0.90 m
Q 3: -Knowing that the bracket AB has a uniform thickness of in., determine (a) the principal planes and principal stresses at point H. (b) the maximum shearing stress at point H. 3 kips 30° L 5 in.- 0.75 in. K.. H. 1.25 in. B 2.5 in.
PROBLEM 04. Structure ABD shown is supported at pt. B by a 32-mm diameter rod and at pt. A by a 30mm diameter pin used in The rod is connected at pt. B and pt. C by 20mm diameter pins used in a double shear connection. single shear connections. Each of the pins has an ultimate shear strength of 320MN/m2. A concentrated load of P=45 kN acts as shown. Determine the following: c. the normal stress in rod BC d. the shearing stress in the pins at pt. A and B 5.0m 6.50m 1.5pm 4.50m
The rigid element BCD is supported by a bar AB with a diameter of 25 mm and a connection at C with a diameter of 10 mm. Determine:a. The normal stress in bar AB. b. The shear stress of the bolt at C.
Determine the principal stresses and the absolute maximum shear stress developed at point A of the sectiontransverse a–a of the support below.
Why do you integrate y instead of A? And why it’s it between 2a-a rather than 2a-0
Q9( e ): If the pins D and C are subjected to single shear while pin at A is a double shear. The diameter of pin D and C are 1.5 in while the diameter 5 ft of pin A is 1 in. Determine the shear stress at pins A,D and C. Also find the stress in the bar DC if its diameter is 0.5 in. JE -3 ft3 ft-3 ft- 600 Ib
5-83 The A-36 steel shaft is made from two segments: AC has a diameter of 0.5 in. and CB has a diameter of 1 in. If the shaft is fixed at its ends A and B and subjected to a uni- form distributed torque of 60 lb in./in. along segment CB, determine the absolute maximum shear stress in the shaft. 5 in. 0.5 in. 20 in. 60 lb-in./in. 1 in. B Prob. 5-83