A double channel shape is used as a tension member. The channels are bolted to a 10 mm gusset plate with 22 mm diameter bolts. | 75 75 75. /channel (12.18 mm thick) 50 50 100 -T 50 gusset plate (10 mm thick) Yield strength for tension member = 345 MPa Yield strength for gusset plate = 248 MPa Ultimate tensile strength Fu = 400 MPa for gusset plate Fu = 450 MPa for channel Properties of 1 channel A = 3555 mm² tw = 12.18 mm Reduction factor, U = 0.90 Determine the allowable tensile strength of the tension member (channel) based on its net area. (kN)

A double channel shape is used as a tension member. The channels are bolted to a 10 mm gusset plate with 22 mm diameter bolts. | 75 75 75. /channel (12.18 mm thick) 50 50 100 -T 50 gusset plate (10 mm thick) Yield strength for tension member = 345 MPa Yield strength for gusset plate = 248 MPa Ultimate tensile strength Fu = 400 MPa for gusset plate Fu = 450 MPa for channel Properties of 1 channel A = 3555 mm² tw = 12.18 mm Reduction factor, U = 0.90 Determine the allowable tensile strength of the tension member (channel) based on its net area. (kN)

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 plate having a width of 400 and a thickness of 20mm is to be connected to two plates with…

Q: hexagonnal head 60 mm threads bolt diameter @ threads 32 mm bolt diameter - 38 mm T=80 kN Calculate…

A: We have to determine the value of tensile stress in the body of the bolt and tensile stress at the…

Q: A high-strength steel band saw, 25 mm wide, runs over pulleys 800 mm in diameter. What minimum…

Q: Determine the maximum load P that can be applied to the lap joint connected by three – 16 mm…

A: STEEL STRUCTURES:

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: The splicec connected 248 MPa сес CO

Q: allowable

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

Q: 10 mm 20 mm The assembly above is comprised of a 10mm-diameter steel bolt, and a 20mm-diameter,…

A: option (d) or last option is correct the explanation is given below

Q: 7 7a 7b 7c Alaterally supported beam was designed for flexure. The beam is safe for shear &…

A: Sx of 8"x8"x7.94mm is 371.99x103 mm3

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: SITUATION. A pressure vessel 300 mm in diameter is to be fabricated from steel plates. The vessel is…

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 following image shows a front and side view of the column connection. The bolts have a diameter…

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: An I-section with two cover plates is used as tension member and is subjected to a load of 120 t…

Q: Given: A-in-thick. ASTM A36 eyebar member as shown in Figure D.8, carries a dead load of 25 kips and…

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: P 100 mm 10 mm 10 mm P

A: As per bartleby guidelines the given data closely related to the IS code provisions also the term…

Q: The double - riveted joint connects two plates which are each 3.0 mm thick, and the rivets have a…

A: Diameter of the rivet, d = 6t = 63 = 10.39 mmPitch of the rivets, p = b mmFailure strength of the…

Q: A tension plate shown below is used to support suspended load "T". Gusset Plate Fy = 248 MPa Fu =…

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: diameter of washer = 9/8 inch = stress in the nut 18 ksi g stress 800 psi

A: d=7/8 inch dia of root thread = 0.731 inch din = 9/8 inch tensile stress = 18ksi bearing stress =…

Q: Design the reinforcements of the given T be 300mm =450mm 20mm 00mm 30mm 35MPa 350MPa ENSCP 2015

A: Given-To Find- Design the reinforcement for T- beam

Q: Calculate the value of P so that the allowable tensile stress on net area will not be exceeded. USE…

Q: 2m 3m 6o kN usmm 15mm banze rod,

Q: SITUATION 14: A PL 300 x 20 mm is to be connected to two plates of the same material with half the…

Q: ction is welded to a noc owing figure shows. De equired thickness, roun

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

Q: A tension plate shown below is used to support suspended load "T". Gusset Plate- Fy = 248 MPa Fu =…

A: Given;

Q: Situation 8: For the connection shown in the figure. Pu = 80 KN, x1 = 200, x2 = 100, y1= 50, y2 = y3…

Q: Shear strength value τ = 200 MPa The contents associated with bolts are given. P = 70 kN required…

A: Given, P =70 kNτ = 200 MPa

Q: A structural tee bracket is attached to a column flange with six bolts as shown in Figure . All…

A: Solution

Q: Evercise:- A cylindrical rod 100 mm diameter of 12 mm long with is subjected to a 30000 N. Assuming…

A: Given,Initial length of the rod, say L = 100 mmInitial diameter of the rod, say D = 12 mmTensile…

Q: Design the reinforcements of the given T beam below. bf=800mm bw=450mm tf=120mm d=600mm d'=80mm…

A: To Find-Design the reinforcement for T-beam

Q: A tension plate shown below is used to support suspended load "T". Gusset Plate- F, = 248 MPa Fu =…

Q: What will be the tensile strength due to rupture of critical section of an angle section ISA 150 x…

Q: What is the axial stress in the bronze rod (in MPa)? 2m 3m G0 KN Ismm IS mm banze rod

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

A double channel shape is used as a tension member. The channels are bolted to a 10 mm gusset plate with 22 mm diameter bolts.
| 75 75 75.
/channel (12.18 mm thick)
50
50
100
-T
50
gusset plate (10 mm thick)
Yield strength for tension member = 345 MPa
Yield strength for gusset plate = 248 MPa
Ultimate tensile strength Fu = 400 MPa for gusset plate
Fu = 450 MPa for channel
Properties of 1 channel
A = 3555 mm²
tw = 12.18 mm
Reduction factor, U = 0.90
Determine the allowable tensile strength of the tension member (channel) based on its net area. (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

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 4 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

Centroid + Inertia 200 x 20 mm Plate The strength of the rolled section shown is increased by combining S section, channel, plate and then welded. 1. Determine the location of its centroid; and 5310 x 47.3 C310 x 30.8 2. Determine the moments of inertia of the composite section with respect to its centroidal x and y Semi-circle Weld, 10mm radius axes.
Y1
Problem2. The compression member is shown in figure. Find the following: a. The Euler stress Fe. b. The buckling stress Fcr c. The design strength d. The allowable strength e. Does the member satisfactorily meet the design requirements? Why? HSS 8x 8x4 ASTM AS00, Grade B steel (Fy = 46 ksi) 15'
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 MPа О 12.5 MPa 15 MPa 8.5 MPa O no one O ---.. O- O O 300mm 8 mm
Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
PLEASE ANSWER ASAP
PLS ANSWER ASAP THANKS!
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
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.)
Subject: Steel design- Bolted Steel Connection *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten
I need the answer as soon as possible
PLEASE ANSWER THIS QUESTION ASAP!!!