Answered: *7-32.d The double T-beam is fabricated…

*7-32.d The double T-beam is fabricated by welding the three plates together as shown. Determine the shear stress in the weld necessary to support a shear force of V 80 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: 1. The figure shows a roof truss and the detail of the connection at joint D. Member DE is angle…

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

Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…

A: Solution: Given: LL = 25 kN DL = 50 kN U = 1.0 Plate dimensions: 10 x 100 mm Factored load: P = 1.2…

Q: For the given riveted connection shown, having the allowable stresses: Fy = 248 MPa Fy = 150 MPa…

Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…

A: LL = 25 kNDL = 50 kNU = 1.0Plate dimensions: 10 x 100 mmFactored load:P = 1.2 DL + 1.6 LL = (1.2x50)…

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

A: Given strength of fillet weld 94 mpa Size of fillet weld = 8 mpa Load to be carried = 185 kn

Q: An aluminum alloy [E = 10,000 ksi; σY = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…

A: Given data: pipe 1: (aluminum) outside diameter = 2.3 in wall thickness = 0.21 in Length = 7 ft E =…

Q: An aluminum alloy [E = 10,000 ksi; σy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…

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

A: Given data: Shear stress τ = 70 MPa Bearing stress σ = 140 MPa Diameter of rivet d = 19 mm For 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: 3 A plate is connected to the flange of an ISMB as shown. The factored load is 100 kN. Find the size…

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: The pressure tank shown is fabricated from spirally-wrapped metal plates that are welded at the…

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: what should be the mini mum For the tigure s how n, dia meter OF the rivets attached as shown TF the…

A: given data allowable axial stress =60MPa allowable shearing stress = 110 MPa width of plate,b =100…

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

A: Consider the free body diagram;

Q: An aluminum alloy [E = 10,000 ksi; Oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…

Q: he double I-beam is fabricated by welding the three plates together as shown. Part A 50 mm 75 mm 20…

A: Shearing stress is defined as a type of stress that acts coplanar with the cross section of a…

Q: An aluminum alloy [E = 10,000 ksi; Oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…

A: Given, The Aluminum alloy, Modulus of Elasticity of aluminum, E1=10000 Ksi. Modulus of Elasticity of…

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

A: Given;

Q: Give the formula for the tensile and shear strength of the weld joint. Explain the various terms in…

A: Need to definethe formula for the tensile and shear strength of the weld joint

Q: The equivalent stress for welding in given bracket connections would be if t = 5mm e i.e. Effective…

A: Effective throat thickness of weld te=5 mm,Fe410 steel & shop welding case,To Find-The value of…

Q: Two plates are proposed to be jointed by welding as shown in the figure. Determine the size and…

Q: with the same distribu pattern. y express the lets. 8 Weld (C) Now, we weld the two sections to form…

Q: "Determine thé forcés in all the members, and state if these meņmbers are in tension or compression.…

Q: Two forces of magnitude T, = 10kips and Tc =15kips are appl shown to a welded connection. Knowing…

A: According to given data

Q: A roof truss and the detail of the connection at joint B are shown in the figure. Angle sections…

A: For the given roof truss:

Q: and L = ( 6.5 + 1.5b) inches. Determine the design strength oR, for the concentrically loaded weld…

A: Fillet weld: - It is defined as the process in which two metal pieces join together perpendicularly…

Q: True or FALSE ?? In the analysis of line welds, the variable Ju has dimensions of length cubed

A: For analysis of line welds loaded in torsion, the quantity Ju is used, which is the unit second…

Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…

A: LL = 25 kNDL = 50 kNU = 1.0Plate dimensions: 10 x 100 mmFactored load:P = 1.2 DL + 1.6 LL = (1.2x50)…

Q: Determine the internal force in members AF, FG,BF & CH of the truss ? using the cutting methodology…

Q: cank has an inside diameter of 48 in normal stress perpendicular to the 55 O 480 psi

Q: INTERNAL FORCES – BEAM ACB d) Draw a diagram of member ACB with all external forces acting on it,…

Question

*7-32.d The double T-beam is fabricated by welding the
three plates together as shown. Determine the shear stress in
the weld necessary to support a shear force of V 80 kN.
20 mm
150 mm
TION
50 mm
75 mm
50 mm
20 mm
20 mm
Probs. 7-32/33
anscribed image text

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

Step 3

VIEW

Trending now

This is a popular solution!

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 show all work, thank you!
3- Determine: m 0.4m a) The stresses in the bars shown after a temperature rise of 96°C. Brone har Ahunknan bar A-1500man A-1500mm E-10SGPa E-TGP -21.6 21 b) the corresponding change in the length of the bronze bar.
WT12 x 38 Longitudinal welds Given: Properties of WT12 x 38: A, = 11.2 in? y = 3.0 in. b = 8.99in. Use A992 Steel: F, = 50 ksi F = 65 ksi LL = 3 DL %3D %3D tw = centroidal distance bf A. Governing Ultimate Tensile Capacity based on Yielding of gross section Round your answer to 0 decimal places.
1. Refer to the sketch below. a. What type of joint is shown? b. What type of weld is shown? C. Is the weld in shear or normal stress? d. Calculate the magnitude of stress in the weld. K /P= 50 Kip /P = 50 Kip 10" I 1/4"
A tension plate shown below is used to support suspended load "T". Gusset Plate- F, = 248 MPa Fu = 400 MPa %3D 200 mm a) Determine the allowable tensile capacity of the plate if L= 240 mm. (Assume weld strength is satisfactory).
rectanqular seetion with width bz250 and depth h= 500mm is to carcry a A m %3D design bending moment M= 260KN•M, The conerete is of greade e30 and the tensile steel is of HRB400. The tension reinforzce. ment A, is requined.
Solve for joint @ A & C / AC
Please correct answer otherwise dislike
Topic:Welded Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem A plate is attached to the frame of a machine by side fillet welds as shown in the figure. Determine the size of the welds to resist a vertical load of 150 kN. Assume that the allowable shearing stress at the throats of the weld is 145 MPa.