H.W 2 rivet joint 2 Q:- A bracket is supported by means of 3 rivets of same size, as shown in Fig. Determine the diameter of the rivet if the maximum shear stress is 85 MPa. +8+9| 57 60 y 1 54-63- 351 X 51kN All dimensions in mm.

H.W 2 rivet joint 2 Q:- A bracket is supported by means of 3 rivets of same size, as shown in Fig. Determine the diameter of the rivet if the maximum shear stress is 85 MPa. +8+9| 57 60 y 1 54-63- 351 X 51kN All dimensions in mm.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.

See similar textbooks

Related questions

Q: 62.5 mm Key 55° The cast iron block with cross-sectional dimensions of 62.5 mm by 62.5 mm consists…

Q: 12-39. The double-web girder is constructed from two plywood sheets that are secured to wood members…

Q: 1. Compute the vertical distance of link AB from pin E for the given set up if the tension in link…

A: Given:- The magnitude of the weight at GF = 800 lb The magnitude of the tension in link AB = 1500 lb…

Q: Sample Problem 5: Compute the forces in members CD and JK, given that P = 3000 lb and Q = 1000 lb.…

Q: Use Virtual Work Method to answer the questions below considering th shown. Use the cross-sectional…

A: To find force in member ad

Q: Static Method of Analysis For an I beam, the shape factor is 1.12. If the allowable stress (with…

A: Given data- An I-beam- Shape factor- SF=1.12, Allowable stress increased by 20% for wind &…

Q: The cantilevered W530 x 150 beam shown is subjected to a 7.5-kN force F applied by means of a welded…

A: Given:- The cantilevered beam W530×150 beam is given The magnitude of the force applied = 7.5 kN…

Q: (load) Trsmm |00 mm חחףך 125 mm F (load) 150 mm

A: I have determined the value of load P and mentioned complete calculation.

Q: 62.5 mm- h Key 55° The cast iron block with cross-sectional dimensions of 62.5 mm by 62.5 mm…

Q: C- ODD: Assume that the axial load P = 40kN applied to the lap joint is distributed equally among…

Q: Three boards each 50mm thick, are nailed together to form an I-Beam that is subjected to a vertical…

A: Vertical Shear in beam, V = 1200 N Allowable shearing force for each nail, F= 400 N Three boards of…

Q: 5.1.20 The truss shown in the figure con- sists of-4 bays of 'K' structure. Each bay has 2 m long…

Q: The figure shows a truss and the detail of the riveted connection at joint H. Using allowable…

A: Draw the free body diagram of joint B. Equilibrium of vertical forces, ∑Fy=0FHB=6 kN=6000 N

Q: Which joint would be the best place to start your analysis of the truss shown?

Q: 10 KN 15 KN 10 KN E 0.9 m 0.9m A G B IF 1.2m 1.2m 1.2m C.

Q: A wide flange section has the following properties. A- 6645 mm2 by - 152.40 mm t- 10.80 mm d- 449.58…

A: Given properties of wide flange section are area A=6645mm2 bf=152.40mm…

Q: From the given trusses below, determine the force in the member MN. (kN) Hint: V =-20.9 kN Note: Use…

A: Taking a section X-X as shown in the figure below. (The section is cutting the members DE, OE, and…

Q: #1. DETERMINE THE OF THE TRUSS UCE HORIZONTAL BY 10,000 kri A = Gin ² L₁ = 4FT L₂= JFT L3 = 12 FT P…

Q: d 9.09

Q: Compute thne vertical distance of link AB from pin E for the given set up if the tension in link AB…

A: t=1500lbd1d2=78

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: Using the method of joints, determine the force in each member of the truss shown. State whether…

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

Q: Is the beam cracked at service loads? The cracking moment is Mer Compute I, for the uncracked…

A: NOTE: Due to some technical error, you may find some difficulty in reading the symbols and formulas.…

Q: 169. Problem Calculate the force in element AD using the method of joints. 5kN 10kN IN 1021 Im k 2m…

A: Objective: To determine the force in element AD using the method of joints. The FBD of the truss…

Q: 4 Determine the design angle for connecting mem- ber A to the plate if the resultant force is to be…

A: Given :

Q: Practice 4.1.7 Two identical 20-mm - 200 mm thick plates are bolted to the top and bottom flange to…

Q: Using the method of sections, calculate the forces in members F/ and JC of he truss shown and state…

A: Given:- forces=3000 lb and 1000 lb To find:- Force in FI Force in JC

Q: Consider the truss structure and the loading given below. a) Compute the average axial stress on…

A: Take equillibrium at point B to find force

Q: Part 2 A Pratt roof truss is loaded as shown. Using the method of joints and the method of sections,…

A: Solution truss analysis by using method of joint

Q: Determine bar force members EB, EC, and DC using method of sections. You may not copy the problem. F…

A: To find force in member EB,EC,DC

Q: The short steel post as shown in Figure 4 is a 152 x 152 UC37 with three compressive loads applied…

A: Stress on the face AB = Axial Compressive stress by three loads + Bending Compressive stress by load…

Q: 2-35* A steel bar with a 4 × 1-in. rectangular cross section is being used to transmit an axial…

A: Given: The cross-section of the steel bar is 4 in x 1 in. The normal stress is 12 ksi. The shear…

Q: find design strength moment can be applied on the beam, use f'c=28 MPa ,fy =420MPA ?

Q: Draw the shear diagram for the beam.

Q: Situation 7:The figure shows a truss. The truss use angle bar for every members. Members BD and CD…

A: A simply support truss with point load acting at point E.Thickness of angle plates, Shear stress,…

Q: QI: Determine the forces in all members for the truss shown below and state whether the members in…

A: As per guidelines we are supposed to answer only first question so please repost rest questions…

Q: 3. Determine maximum strength P for the bracket connection in the figure. ST37 steel is used for the…

A: fu = 3700kg/cm2 = 3700 x 10-2 kg/mm2

Concept explainers

Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.

Question

H.W 2 rivet joint 2
Q:- A bracket is supported by means of 3 rivets of same size, as shown in Fig.
Determine the diameter of the rivet if the maximum shear stress is 85 MPa.
15484
57
60
y
3
1
54-63
2
351
X
51kN
All dimensions in 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 Introduction

VIEW

Step 2 Calculation of combined stress on a rivet

VIEW

Step 3 Calculation of rivet diameter

VIEW

Step by step

Solved in 3 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

Please help me. I'll give a thumbs up
Problem 2 Given is a truss structure: Where: • Working shear stress for the rivets is 70 MPa • Working bearing stress due to rivets is 140 Mpa • Thickness of the member is 5 mm • Thickness of the Gusset plate is 6 mm Rivet diameter is 15 mm Determine the no. of rivets to fasten the member BD 80 N 120 N 200 N 4 Pands 4m - 16 m
A 20-mm-thick plate is bolted to the flange of a T-beam to form a 200 mm 20 mm built-up beam. If the beam is subjected to a vertical shear force of V = 200 kN, determine (a) the maximum shear stress in the beam, 10 mm 300 mm (b) the required spacing s of the bolts. The diameter of each bolt is 19 mm, and the allowable average shear stress in the bolts is 140 MPa. 10 mm
2- A 2m COPPER BAR SUBJECTEO TO A TENSILE IS SUSPENDED FROM A LOAD IBO KN SUPPORTED BY TWO IDENTICAL PIN THAT S pOSIS AS SHON OF THE LOWER AFPLIED TENSILE POSTS SUPPORT THE STEEL DETERMINE THE TOTAL DEFORMATION END OF THE LOAD HINT: NOTE THAT THE STEEL PIN WHERE THE COFPER BAR IS ATTACHED. COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am A= 4800 Mn E- l20 GPa 180KN
Complete solution with free body diagram
In the steel structure shown a 6 mm diameter pin is used at C and 10 mm diameter pin is used at B. The ultimate shearing stress is 150 MPa at all the connections. What is the largest P that can be applied? Front view 160 mm 18 D -18 Top view 120mm C D 6 mm 8 Side view
Six rivets are used in the connection shown in the figure. If both P=50KN, what is the minimum diameter rivet is necessary so as not exceed the 70MPa allow shearing stress? What thickness of plate is required so as not exceed a bearing stress of 140MPA? p= 50 80 mm 80 mm 100 mm
The given plate below with width of 200 mm andthickness of 16 mm is to be connected to two plates ofthe same width with half the thickness by 20 mmdiameter rivets as shown. The rivet hole is 2 mm greaterthan the rivet diameter. Allowable tensile stress on netarea is 0.6Fy. Allowable bearing stress is 1.35Fy. plate: fy = 241 mpa fu = 4141 mpa rivet: fv = 152 mpa a. Determine maximum load P without exceeding allowable tensile stress on plate b. Determine maximum load P without exceeding allowable shear stress on rivets c. Determine maximum load P without exceeding allowable bearing stress between plates and rivets
4.) A thin plate PQR is deformed so that the corner Q is displaced downward 1.0 mm to new position Q' as shown. Determine the shear strain at Q' associated with the two edges. 5) A pin mado of steo1 ie insorted in o short hanging TAOodon mombor ond iG 1used to Supnort lond E - 20
The rigid bar ABCD supports point loads at A and D and is being supported by two bars at B and C. Determine the absolute values of the deformation at point A, B, C, D
The bars of the truss each have a cross-sectional area of 800 square mm. Determine the average normal stress in members BC, BG, and BH. State whether the stress is tension or compression.
For the rivet connection shown in figure 2-4, the allowable shearing stress in the 25mm rivets is 140 MPa. Assume the plates are adequate to transmit the load to the rivets. P= 60 KN. a) Determine the shearing stress in the most stressed rivet. b) Determine the maximum allowable value of P. c) If P=80 KN, determine the minimum diameter of rivets. USE NSCP 2015. Thanks.