Answered: Find the bearing stress on a hole, if…

Find the bearing stress on a hole, if the thickness of the hole is 400mm, diameter of the hole is 15mm, and applied load on the bolt is 100kN.

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 5.2.1P

See similar textbooks

Related questions

Q: Maxinam allowable stress for steel -140 MPa Maxinnum allowable stress for ahıminuum = 90 MPa Maxinun…

A: Given:- Maximum allowable stress for steel = 140 MPa Maximum allowable stress for aluminum = 90 MPa…

Q: The five-bolt connection must support an applied load of P = 149 kips. If the average shear stress…

Q: 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…

A: Calculate the moment of inertia of I section…

Q: A compressive load P is transmitted througha rigid plate to three magnesium-alloy bars that…

A: Given:- L = 1.0 m, A = 3000mm2, modulus of elasticity E = 45 GPa, gap s = 1.0 mm. To find:- (a)…

Q: A flanged bolt coupling consist of 9 steel bolts evenly spaced around a bolt circle 300 mm. in…

A: Steel bolts: Number of bolts=9, Bolt circle diameter=300 mm. Bronze bolts: Number of bolts=6, Bolt…

Q: The light rigid bar ABCD shown Is pinned at C and connected to two vertical rods. The bar was…

Q: Determine the axial force (kN) in each member of the assembly shown below. Cross-Sectional Modulus…

Q: The following steel member is connected to the gusset plate via two longitudinal welds. The width of…

A: Width of the member = 58 mm Length of the weld = 87 mm Yield Stress fy = 300 MPa Ultimate Stress fu…

Q: Two bolts are used to lap points two steel plates. Tensile force on the plate is 45KN. Determine the…

Q: DETERMINE THE LARGEST LOADP THAT CAN BE APPLIED TO THE BARS OF THE LAP JOINT SHOWN IN THE FIGURE.…

Q: hexagonnal head 30 60 mm threads bolt diameter @ threads 32 min %3D bolt diameter = 38 mm T=80 kN

Q: R, RD

A: Given: A flanged bolt coupling consist of 9 steel bolts evenly spaced around a bolt circle 300 mm.…

Q: he bolt and its head are circular in cross-section with diameters as shown. hey are made of a…

A: Allowable force is generally the maximum stress that can be safely applied to a bolt structure.…

Q: The pin in the image shown below must transfer an axial tension force of 12.7 kN. Calculate the…

A: First we need to find the value of yield strength using steel through internet.

Q: The 200-mm square aluminum block supports a compressive load of 300 kN. What is the normal stress…

A: The given data is as follows: Size of square block=200 mmCompressive load=300 kN

Q: 1.12 A fillet-welded joint of 6 mm size is shown in the figure. The welded surfaces meet at 60-90…

Q: Two semi-spherical thin-walled vessels are joined together by attaching 40-mm bolts around the…

A: Let us estimate the number of bolts in step 2.

Q: 4.) A 150 x 90 x 12 angular section is welded to a gusset plate as shown in the figure. The angle is…

A: To Determine Design force, P

Q: Situation 5. The angular section shown below is welded to a 12 mm gusset plate.. Both materials are…

A: The given data is as follows : Size of angular section = 150 x 90 x 12 Area of angular section =…

Q: The steel shafts are connected together using a fillet weld as shown in the figure below. (Figure 1)…

A: T = 63 N. m

Q: A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN…

A: Retaining walls are moderately robust walls used laterally to hold soil so as to be retained on both…

Q: Bronze Aluminum Steel A=400 mm? A= 600 mm? A=300 mm? 2P ЗР 4P -3 m -5 m 4 m Three round bars welded…

Q: A brass sleeve S is fitted over a steel bolt B, and the nut is tightened until it is just snug. The…

Q: 12 A plate of 150 mm width and 20 mm thick is welded to another plate by fillet weld as shown in…

Q: A double U-shaped butt weld is to connect two plates 200 mm (d) × 20 mm (b), as shown in the given…

A: Given: A double U-shaped butt weld is connecting two plates of dimension, b=20 mmd=200 mm Moment =…

Q: A double U-shaped butt weld is to connect two plates 200 mm (d) x 20 mm (b), as shown in the given…

A: A double U-shaped butt weld is connecting two plates of dimension,Moment =

Q: For the rivet connection shown in figure 2-4, the allowable shearing stress in the 25mm rivets is…

Q: 2) A solid rod with the given dimension shown in Fig. Axial loads are applied at the positions…

Q: A fillet-welded joint of 6 mm size is shown in the figure. The welded surfaces meet at 60-90 degree…

Q: A brass sleeve S is fitted over a steel bolt B, and the nut is tightened until it is just snug. The…

A: To determine the rise in temperature that would cause a given compressive stress in the brass sleeve…

Q: A fillet-welded Joint of 6mm size is shown in the figure. The welded surfaces meet at 60-90 degree…

A: Given- fillet weld joint size S=6 mm, permissible stress- p=108 MPa, It is needed to find the safe…

Q: IWOO steel plates are connected by a pair of spiice plates with eight bolts as shown. The ultimate…

Q: A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN…

A: Fillet welds are normally some of the most widely used joints in the welding field. It is the joints…

Q: Calculate the value of b in mm. b. Calculate the value of the net area for tension in plates in…

Q: The tension member shown in figure below consists of steel pipe,A which has an outside diameter of…

A: We have to find the bearing stress

Q: A single unequal angle 100 x 75 x 6 is connected to a 10 mm thick gusset plate at the ends with six…

A: Given data, For a single unequal angle 100x75 is connected to a 10 mm thick gusset plate at the ends…

Q: The assembly consists of two A992 steel bolts AB and EF and an 6061-T6 aluminum rod CD. When the…

A: T1 = 30oCT2 = 180oCT = 180 - 30 = 150oC0.1 mm gap between rod and member AE

Concept explainers

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

Find the bearing stress on a hole, if the thickness of the hole is 400mm, diameter of the hole is 15mm, and applied load on the bolt is 100kN.

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

The 10-mm-diameter steel bolt is surrounded by a bronze sleeve. The outer diameter of this sleeve is 20 mm, and its inner diameter is 10 mm. If the yield stress for the steel is (ay) MPa, and for the bronze (ay)or 520 MPa, determine the magnitude of the largest elastic load P 640 that can be applied to the assembly. E 200 GPa, Ebr= 100 GPa. 10 mm 20 mm Figure 2: Steel Bolt
Two steel plates are connected by a pair of splice plates with eight bolts as shown. The ultimate strength of the bolts is bolts is 270 MPa. An axial tension load of P = 480 kN is transmitted by the steel plates. If a factor of safety of 1.6 with respect to failure by fracture is specified, determine the minimum acceptable diameter "d" for the bolts. %3D P. splice plate steel steel plate plate (2) (1)
An A36 steel plate with width of 400 mm and thickness of 12 mm is to beconnected to a plate of the same width and thickness by 34 mm diametersbolts, as shown in the figure (next slide). The holes are 2 mm larger thanthe bolt diameter. The yield strength of the steel plate is Fy = 248 MPa.Assume allowable tensile stress on net area is 0.60Fy. It is required todetermine the value of b such that the net width along bolts 1-2-3-4 isequal to the net width along bolts 1-2-4.a. Calculate the value of b in mm.b. Calculate the value of the net area for tension in plates in mm².c. Calculate the value of P so that the allowable tensile stress on net areawill not be exceeded.(Use at least 2 decimal points on your answers.)
A single unequal angle 100 x 75 x 6 is connected to a 10 mm thick gusset plate at the ends with six 16 mm diameter bolts to the 100 mm of leg to transfer tension as shown in figure. What will be the block shear strength (in kN) of the angle section assuming that the yield and the ultimate stress of steel used are 250 MPa and 410 MPa respectively? ISA (100 × 75 x 6) -T 16 mm o bolt 10 mm 40 mm 40 mm| 40 mm 40 mm 40 mm 40 mm 10 mm
A brass sleeve S is fitted over a steel bolt B, and the nut is tightened until it is just snug. The bolt has a diameter of dB = 25 mm, and the sleeve has inside and outside diameters of d1 = 26 mm and d2 = 36 mm, respectively. d2 di dB Sleeve (S) Bolt (B) Calculate the temperature rise AT that is required to produce a compressive stress of 23 MPa in the sleeve. (Use material properties as follows: for the sleeve, as = 21 x 10-6/C and Es = 200 GPa; for the bolt, aB = 10 × 10¬6/°C and EB = 400 GPa.) AT = °C (Round to the nearest whole number.)
A fillet-welded Joint of 6mm size is shown in the figure. The welded surfaces meet at 60-90 degree and permissible stress in the fillet weld is 108MPa. The safe load that can be transmitted by the joint is 100mm 50mm
A double U-shaped butt weld is to connect two plates 200 mm (d) × 20 mm (b), as shown in the given figure. What is the stress developed in the weld if it is subjected to a moment of 10000 kN-mm? d=200 mm b=20mm
The following steel member is connected to the gusset plate via two longitudinal welds. The width of the member is 58 mm and the length of the weld is 87 mm. The yield stress is 300 MPa and the ultimate stress is 675 MPa. The gross area of the member is 700 mm^2 . a. What is the tensile design yield strength in KN? b. What is the tensile design rupture strength in KN? c. If a tensile load of 85 KN is requiredfor the member, what is the minimum factor of safety for the steel member?
The light rigid bar ABCD shown Is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P = 20 KN is applied. E200 CPa E1m 2.0 m 0.6m 1.5 m VP-20 KN Aluminum E-70 GPa A=900mm2 L-1.5 m What is the axial stress at steel rod in MPa?
2) A solid rod with the given dimension shown in Fig. Axial loads are applied at the positions indicated. Find the f a) The max Compressive stress in the system P-60 kN Aluminum A=400 mm b) The max Tensile stress in the system P-60 kN Steel A = 500 mm² Bronze A-200 mm² 4P 2.5 m 1.5 m 2.0 m 2P
4.) A 150 x 90 x 12 angular section is welded to a gusset plate as shown in the figure. The angle is A36 steel with FY=248 MPa. The weld is E 80 electrode with Fu = 550 MPa. The allowable tensile stress for the angle is 0.6Fy and the allowable shear stress for the weld is 0.3Fu. The Area of the angular section is 2751 sq.mm. with y=51mm. CS 56 Which of the following most nearly gives the design force P? a.) 400,365.9 N b.) 409,348.8 N c.) 412,793.5 N d.) 420,366.6 N 5.) A W350 x 90 steel is used as a simply supported beam 8m long. The beam carries three equal concentrated loads at every quarter points. It also carries a uniform dead load o 5 kn/m (including its own weight) and a uniform live load of 7.20 kn/m. Properties of W 350 x 90 steel: bf = 250 mm The allowable bending stress is 0.66Fy. The allowable shear stress is 0.40Fy. The allowable deflection is L/360. Use Fx=248 Mpa and E=200 Gpa. tf = 16.40 mm V d = 350 mm Determine the maximum value of each concentrated load based on…
hexagonnal head 30 60 mm threads bolt diameter @ threads 32 min %3D bolt diameter = 38 mm T=80 kN 1. Calculate the tensile stress in the body of the bolt. 2. Find the tensile stress at the root of the threads. 3. Find the compressive stress at the head as the bolt bears on the surface to resist tensile load.