Three bolts are to be used to attach the steel plate shown to the wooden beam. Knowing that the plate will support a 110-kN load, that the ultimate shearing stress for the steel used is 360 MPa, and that a factor of safety of 3.25 is desired.

Three bolts are to be used to attach the steel plate shown to the wooden beam. Knowing that the plate will support a 110-kN load, that the ultimate shearing stress for the steel used is 360 MPa, and that a factor of safety of 3.25 is desired.

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: A double-angle shape is shown in Figure 3.5. The steel is A36, and th 4-inch-diameter bolts. Assume…

Q: 1.A tension member is 25 mm thick plate as shown. The bolts are 20 mm. diameter high-strength bolts.…

A: Plate 130 mm x 25 mmbolt diameter, db = 20 mmA36 grade of steel:fy = 250 MPafy = 400 MPaTo find:a)…

Q: ACTIVITY The figure shows a roof truss and the detail of the connection at joint B. Members BC and…

Q: Group A bolts are used in the connection in Figure . Use an elastic analysis and determine the…

A: Given- service dead load =2.5Kips service live load= 7.5 Kips

Q: Determine the tensile strength of the welded A992 WT4×20. WT4 × 20 PL - Transverse weld

A: Given:- The steel section used = WT 4×20 The steel used = A992 To determine:- The tensile strength…

Q: A WT6 × 17.5 is welded to a plate as shown in Figure P3.3-8. F, = 50 ksi and F = 70 ksi. Determine…

A: Given:- The steel section used = WT6×17.5 The yield strength of the steel = 50 ksi The ultimate…

Q: A 2L 3 x 2 x ¼ LLBB tension double angle, A36 steel is subjected to a dead load of 12 kips and a…

A: For the given double angle member,

Q: A flexural member is fabricated from two flanges plates 1" x 20" and a web plate 1/2" x 22". The…

Q: allowable

A: Block shear strength Agv =12in2×4 in= 4.00 in2Agv = 4.00 in2Ant = 12in10in = 5.0 in2Ubs = 1.0Rn…

Q: Q.1: Use LRFD method to design member (BD) in truss shown to carry the load shown in figure, use…

Q: 2.) Compute the tensile capacity for the ½ inch thick plate shown. The bolts are inch diameter high…

Q: A flanged bolt coupling has ten 12-mm di ameter steel bolts on 500 mm diameter b olt circle and six…

A: Step 1: Calculate the shear area per bolt: Steel bolts: A = π * (12 / 2)2 = 113.1 mm2 Aluminum…

Q: A L 3 x 2 x ¼ is connected to a gusset plate via six bolts. The nominal diameter of the bolt is 0.25…

A: Tensile strength: Tensile strength is the maximum stress that a material withstands without breaking…

Q: ISA 75 x 75 x 8 mm serves as tensile member. This angle is welded to a gusset plate as shown in…

A: Note : This question is related to Indian Standard Code as asked in the problem. Given data, ISA…

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 area of the double angle shown is Ag = 5.6 in2. Each angle has a thickness t = 0.25 in. Given U…

A: Double Angle Tension Member Total Gross Area, Ag=5.6 in2 Thickness of angle, t=0.25 in Reduction…

Q: Consider the truss shown. Determine the force acting on member CF, EF, and FG. B A D 3 m E 4 m 45 kN…

Q: 63.5 mm 6 @ 50 mm 63.5 mm 1. Determine the nominal strength for tensile yielding in the gross…

Q: Calculate the maximum shearing stress developed in the 5 – 16mm diameter bolts 100 mm 100 mm P=…

Q: Problem No. 1: 200 kN A truss joint is shown in the figure. 2-1. 100x100x12 H (a) Determine the…

A: Given:- A truss joint is shown The magnitude of the load = P = 200 kN The diameter of the bolt is 16…

Q: a) Draw the shear force diagram (SFD) and bending moment diagram (BMD) for the beam shown in Figure…

A: In the above beam structure we need to calculate the reaction initially, the reaction calculate by…

Q: THE TENSION MEMBERS IS COMPOSED OF A 200x150x10 mm THICK ANGLE CONNECTED USING 21…

A: 1. The formula to calculate the net area of the section is given by, Anet=B-ndt…

Q: 1. Two plates each with thickness 7=160mm are bolted together with 6-22 mm dia. bolts forming Bolt…

A: Given: t = 16 mm db = 22 mm dbo = 22+2=24 mm s1 = 40 mm, s2 = 80 mm, s3 = 100 mm d = 25 mm fu = 483…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section areb-4.7…

Q: Six rivets are used in the connection shown in the figure. If both P=50kN, what is the minimum…

Q: Five bolts are used in the connection between the axial member and the support. The ultimate shear…

Q: Prob. 2.9-8. The steel eyebar in Fig. P2.9-8 has cross-sec- tional dimensions 25 mm x 100 mm. To…

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: A W16x67 is given , we need to find out a. The nominal strength based on gross section yielding.b.…

Q: Beam AB is supported as shown in Figure. Tie rod (1) is attached at B and C which are double-shear…

A: Data Given: w = 1800 lb/ft σs = 54 ksia = 15 ftb = 30 in.c = 7 ft.fy = 36 ksiFOS = 2.5 Asked:…

Q: D. reusable and cheap. 3. The tension members' strength is not affected by: A. length of connection…

A: The members which are subjected to direct axial forces along it's axis are called as tension member.…

Q: Determine the resultant load on the most stressed bolt in the eccentrically loaded connections…

A: Consider the free body diagram;

Q: TENSION MEMBERS: THE SINGLE 200 X 10 mm STEEL PLATE IS CONNECTED TO A 12 mm THICK STEEL PLATE BY…

A: Note:- Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Q: The two plates are joined together using a rectangular pin. What is the smallest width of the plates…

Q: The figure shows a roof truss and the detail of the connection at joint D. Member DE is angle…

Q: PROBLEM NO. 2: Two plates each with thickness t = 16mm are bolted together with 6-22mm diameter…

A: Data Given:S1 = 40 mmS2 = 80 mmS3 = 100 mmt = 16 mmBolt diameter (db)= 16 mmAsked:Allowable strength…

Q: The aluminum rod AB (Gal = 27 GPa) is bonded to the brass rod BD (Gbr = 39 GPa). The portion CD of…

Q: Plate 10 4 in. Plate x8 <8

Q: Determine the maximum factored load that can be to the Tension applied member shown. The angle Ts…

A: Section W12 X 16Bolt diameter, db = 1 inA36 grade of steel:fy = 36 ksifu = 58 ksiTo find:The maximum…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for 2-inch-diameter…

A: Double angle section is shown in the figure above. Grade 60 steel is used. Diameter of bolts= 1/2…

Concept explainers

Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur, chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.

Question

Part 5

a) Determine the allowable shear stress for the steel in MPa
b) Determine the required diameter of the bolts in MPa.

Three bolts are to be used to attach the steel plate shown to the wooden beam.
Knowing that the plate will support a 110-kN load, that the ultimate shearing
stress for the steel used is 360 MPa, and that a factor of safety of 3.25 is desired.
110 kN

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

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 with my homework and use ASEP Steel Handbook 2004 volume 1 Dimensions and Properties Third Edition, to find the AISC.
please help me to design a simple tensile structure for the exhibition space roof
A structural tee bracket is attached to a column flange with six bolts as shown in Figure . All structural steel is A992. Check this connection for compliance with the AISC Specification. Assume that the bearing strength is controlled by the bearing deformation strength of 2.4dtFu. a. Use LRFD. b. Use ASD.
A channel-section has the dimensions as shown. 3) Consider a cantilevered beam subjected to an end force P. Cr (a) if cross L = 100 cm ction in is used determine its normal stress 2 2ºM 8⁰m 2cm
A flexural member is fabricated from two flange plates 1/2in x 16in and a web plate 1/4in x 20in. The yield stress of the steel is 50 ksi. a. Compute the elastic section modulus S and the yield moment My with respect to the major principal axis. b. Compute the plastic section modulus Z and the plastic moment Mp with respect to the major principal axis.
Problem For the frame shown, design the maximum permissible value of P with a factor of safety of 2.5. Design the maximum permissible value of P based on the following conditions: Ultimate tensile strength of each member CD is 300 ksi ✓ Ultimate shear strength of the bolts in A, C, E, and F is 200 ksi ✓ Ultimate bearing strength of member BDE is 150 ksi ✓ Ultimate bearing strength of the support plates is 250 ksi Members CD and BDE have cross-sectional dimensions of 5 in x 3 in (the larger dimension is the width). The diameters of the bolts are as follows: A and B - 1.5 in; C and D - 2 in; E and F - 1 in. 1.5 in. thick Support Plates 2 in thick Support Plate 3 ft B -2 ft- C + D -2 ft- + E -2 ft- -CD has 2 members. One on each side. F
The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel. Note: A242 Fu = 70ksi dh = db + 1/16’’ Use: Consider deformation at the bolt hole
Consider the interior panel of the welded I-section shown below (Fy = 50 ksi). PL 1/2" x 96" PL 2" x 16" Stiffener PL 2" x 16" 144" Calculate the design shear strength for this panel.
Determine the nominal axial compressive strength of the members shown in the followingfigure. NSCP 2015
STEEL STRUCTURES
Q2: aluminum rod AB (G 27GPA) brass rod BD (G = 39GPA). portion CD of the brass rod is hollow and has an inner diameter of 40 mm, Determine: a) the angle of twist at A. b) maximum shear stress of rod AD c) torque diagram d) angle of twist diagram
For the tension member shown, compute the following. a. The tensile design strength. b. The allowable tensile strength. Weld PL 14 x 6 A36 steel