A:17docs.google.com a35 MPa37 MPano one10/10 find the tensile stress in upper plate insection 3-3580 kN80 kN8-bolt DIA. 10 MM80 kN80 kN8-bolt DIA. 10 MM10 MPa12.5 MPa15 MPa8.5 MPano one10/..find the bearing stress between boltsand plate

Given, P =80 kN diameter of bolts = 10mm thickness of plate(t)=8mm, width of plate (b)=300 mm

Answered: 10/10 find the tensile stress in upper…

10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 10 MPa 12.5 MPa 15 MPa 8.5 MPa no one O 300 mm 2. 中 5.

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 rigid bar AC is supported pinned supported at A and bar DB at B. See typical bolt connection…

A: Given data: L1 = 2.6 m L2 = 2.1 m H = 1.2 m W = 14 kN Shear stress = 40 Mpa To find:- It is asked…

Q: The stee bar Al has a recanguar cross section Part A itis pin cornected al s ends, detemine the…

A: Solution-The load operating on the columns AB via the beam BC is denoted by.wL2=w×52.......L=5mThe…

Q: What is the shear stress in the 25-mm diameter bolt at pin C if P = 25 KN? A 50.93 MPa B 67.91 MPa…

A: Given, dc = 25 mm P = 25 kN

Q: A tensile member consists of 2 ? 4 x 3 x 1/2 carries a service dead load of 50 k and live load of…

Q: Check the bolted section of the given gusset plate connection assuming that the connection is done…

Q: H.W The comPound shaft Shawn is attached to vigid. Surhrts, for the branze Segment AB, the oliameter…

A: Given data Length of shaft Diameter of shafts Modulus of rigidity This is a case of statically…

Q: A bracket cut from a W310X179 is connected to a W310X179 column flange with 12 A325 bearing-type…

A: Brackets are the projections which carry loads. The bracket which is connected to a support must…

Q: *7-32.d The double T-beam is fabricated by welding the three plates together as shown. Determine the…

A: Given: A double beam, Shear force = 80kN Find: Shear stress = ?

Q: REVISED PROBLEM: M3 HW 4 4. Six rivets are used in the connection shown in the figure. If both P= 50…

Q: 10/. find the bearing stress between bolts and plate 3 1 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN…

A: Number of bolt =8 Diameter of bolt=10mm Thickness of bolt=8mm

Q: Problem 4 Determine the design tensile strength Pn of the MC18x58 channel shown based on yielding…

Q: Determine the allowable tensile force P which can be appllied to the plates shown. The AISC…

A: Diameter of bolt, Thickness of plate, Width of plate, To find: Allowable tensile force.

Q: What is the maximum allowable tensile load for a W310x44.5 connected to a pair of 160 x 20 mm gusset…

Q: Determine the adequacy of the clip angle connection shown. The allowable stresses are 100mpa for…

A: Given data :- Allowable stress is 100 mpa for shearing and 220 mpa for bearing and 140 mpa for…

Q: How many (answer should be a whole number) 22-mm diameter rivets are required to fasten member BC to…

Q: Find the axia) stresses of member BD,CD,CE and state if it'is tensile or Compressive. Lf the avesses…

A: Method of section - Equilibrium of section of a truss is considered in method of section. An…

Q: A 6m long member consists of a pair of lightest equal leg angles placed back-to-back with fillet…

Q: 2. The structure is used to support a distributed load of w = 5 kN/m. The bolts at A, B, and C each…

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A: Answer Calculation of yielding capacity of the section based on LRFD We know that yielding capacity…

Q: Assuming the section is uncracked, Compute the cracking moment in KN.m.

Q: The five-bolt connection shown must support an applied load of P = 330 kN. If the average shear…

Q: Home work Q1/ steel bar of rectangular secton 5cm by the 16 cm carries an axial load of 50 kn.…

A: As per guidelines please post Q 2 separately

Q: what is the flexural rupture capacity of the shear plate of the shear connection in kips?

A: A36: Fy = 36 ksi, Fu = 58 ksieffective bolt hole diameter = bolt hole diameter + 1/16"bolt diameter…

Q: The angle bracket shown, 75 mm x 75 mm x 15 mm thick, is 200 mm long. It is connected to the 16 mm…

Q: Two plates each with thickness t=16mm are bolted together with 6-22 mm diameter bolts forming a lap…

A: We have to determine the value of allowable strength due to block shear only as per the given data…

Q: For the connection shown, determine : a) Sigma (stress) on the plate, if N = -6 kN (negative sign…

A: Given:- Thickness of plate, t = 10 mm Width of plate, w = 2R = 2 x 30 = 60 mm Diameter of pin, d =…

Q: Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by…

A: Shear Stress : Shear stress is the force which causes the deformation of a structure, component or a…

Q: 1. Two A36 16mm thick steel plates are connected by four rivets shown. 50 PU O 50 x 50 50 a.…

Q: For the connection shown, determine the average shear stress produced in the 3/8- in. diameter bolts…

A: Given

Q: A column is formed by welding two A36 MC sections back-to- back. The column is 32 feet long. With…

A: Following are the given information. A=6.45 in2, d=10 in bf=3.32 in, x=0.990 in Ix=102 in4, Iy=6.40…

Q: H.W The omPound shaft Shawn is attached to rigid. SuPRrts, for the branze Segment AB, the diameter…

A: Given,for bronze shaft AB, D1=75 mmG =35GN/m2ζ1=60MN/m2for steel shaft BC,D2=50 mmG…

Q: Solve An ISA 125 x 75 x 8 is welded with the flange of a column ISHB 300. The bracket carries a…

Q: 2. A 1/2X5 plate of A36 steel is used as a tension member. It is connected to a gusset plate with…

Q: seam Co CA bxh) BOH Esble Strut AB トは

Q: A rigid bar AC is supported pinned supported at A and bar DB at B. See typical bolt connection…

Q: (a)If T = 200KN, compute the shearing stress on the bolts. (b)If the allowable shearing stress on…

Q: The cast iron bearing seat in the picture is bolted to the steel beam of the ceiling bracket and…

A: Solution: (a) For ISO 8.8 bolts, minimum proof strength, Sp = 600 MPa For permanent joints and…

Q: Determine the adequacy of the W8x58 subject to the following: Axial Tension: DL = 100 kN + SN, LL =…

A: Slenderness ratio : The slenderness ratio, or simply slenderness, is a shape factor in architecture,…

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

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

A:17
docs.google.com a
35 MPa
37 MPa
no one
10/10 find the tensile stress in upper plate in
section 3-3
5
80 kN
80 kN
8-bolt DIA. 10 MM
80 kN
80 kN
8-bolt DIA. 10 MM
10 MPa
12.5 MPa
15 MPa
8.5 MPa
no one
10/..
find the bearing stress between bolts
and plate

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 1 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 12.50mm x 150mm plate is connected to a gusset 9.5 mm gusset plate plate having a thickness of 9.50mm. Diameter of bolt = 21mm. Both the tension member and gusset plate are of A36 steel; Fy = 248MPA, Fu = 400MPA 12.5 mm x 150 mm plate 40 80 Shear stress of bolt Fnv = 330Mpa. Use LRFD Method; 40 a. Determine the shear strength of the connection. b. Determine the bearing strength of the connection c. Determine the block shear strength of the connection. 40 80 40
PSD323- Principles of Steel Design 4. The tee section is made up of a 30mmx150mm flange and a 30mmx160mm web. Determine the properties of a section(MOI, section modulus, radius of gyration) 15d mm 30 mm A, 6 Yu d, N.A. di 30 tnm 160 mm
Material Strengths: Fy = 248 MPa, F = 400 MPa For the two lines of bolt holes, the pitch is the value that will give a net area DEFG equal to the one along ABC. The diameter of the holes is 22 mm. The thickness of the plate is 12 mm. Determine the LRFD design tensile strength based on yielding on gross area. D A to 50 1 ÓB 50 50 ic O 410 kN O 464 kN O 446 kN O 401 KN F IG Pitch Pitch KISS|Y
Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm diameter bolts. 12 mm bolts t=12 mm t=12 mm P. P- P 300 75 75 75 Edge distances -75 mm dhole for tensile and rupture d, +3 mm dnole for bearing strength for L- de +1.5 mm Fy 248 MPa F.- 400 MPa
SHOW COMPLETE SOLUTION AND DRAW ILLUSTRATION
Ims.mutah.edu.jo a -> G LMS uestion 1 A double-MC shape, 2MC18×42.7 with cover plate PL 0.41x13 of 50-Ksi steel is used for a built-up compression member as shown below. Locate the Y coordinate of the centroid of the cross-section from the top? orrect ark 1.00 out 1.00 Flag uestion Plate 12 in LO
A built-up section was made using PL414x12mm thk plates as shown in the figure below. It is pinned at both ends with additional support against weak axis at middle point. Assume A50 steel. PL414x12 DO Section W16x67 L x-axis a) Calculate moment of inertia at both axes in mm*. b) Determine the design compressive strength in kN if L-3m. c) Find the design compressive strength in kN if L=18m. Elevation y-axis
7. The yoke-and-rod connection shown below is subjected to a tensile force of 5kN. Determine the minimum thickness of yoke if the bolt has a diameter of 25mm and the bearing stress is limited to 12MPA. 40 mm 5 kN. 30 mm 25 mm 5 kN
SOLVE FOR1 HR
Design the reinforcements of the given T beam below. bf=900mm bw=420mm tf-120mm d=550mm d'=80mm fc'=34MPa fy=415MPa USE NSCP 2015 A.Mu = 1300kN-m, As = mm2 B.Mu = 1800kN-m, As = mm2, As' = mm2
A PL40 mm X 250 mm (smaller member) is connected to a gusset plate (bigger member) as shown. The diameter of the holes are 25 mm. The pitch and gage of the holes are 50 mm and 75 mm, respectively. The yield strength of the steel is 260 MPa while the ultimate tensile strength of the steel is 400 MPa. Determine the design (LRFD) tensile strength of the tension member in kN. Neglect block shear. H FO E. • D A В
2. Determine the adequacy of the clip angle connection shown. The allowable stresses are 100 MPa for shearing, 220 MPa for bearing, and 140 MPa for tension for the seat angle and the rivets. 45 kN 220 mm I 16 65 32 150 150x100x16 clip angle 20 mm o rivets 16 100