Answered: afe strength of a 5/16 in. fillet weld…

afe strength of a 5/16 in. fillet weld if it's actual length is 3 1/2 in. and the allowable unit stress in shear is 13,600 psi? A. 8650 lb B. 9420 lb C. 10,500 lb D. 11,800 lb

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: Determine the largest safe value of the load intensity w0 carried by the Ibeam if the working…

A: Given : Maximum bending stress, σmax = 3500 psiMaximum shear stress, τmax = 260 psi…

Q: Determine the shear Load that act on the fillet weld that joining two plates together if the working…

A: Length of the weld = l = 7inThickness of the plate = t = .5inWorking stress = δ = 11300lb/in2.

Q: Compute the corresponding shear stresses.

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

Q: A triangular beam, having a base of 30Ó mm, and a height of 500 mm. If fc' = 25 MPa, and the…

Q: A threaded steel rod (Es = 210 GPa, dr = 12 mm, as = 12 x 10-6/°C) is held stress free between rigid…

A: Given, Es=210 GPadr=12 mm4αs=12×10-6/°Cdp=15 mτ=45 MPaσ=70MPa

Q: A high-strength steel band saw, 22 mm wide, runs over pulleys 1100 mm in diameter. What minimum…

Q: A flat steel bar 6 in wide by 1.5 in thick has axial loads applied with 1.250-in diameter pins in…

A: Given diagram:

Q: A high-strength steel band saw, 22 mm wide, runs over pulleys 700 mm in diameter. What minimum…

Q: 4. A wood post 12 in. by 12 in. is braced by four steel angles. The wood post and the pieces of…

Q: A rod consisting of two cylindrical portions AB and BC is restrained at both ends. Portion AB is…

A: Given a rod consisting of two cylindrical portions as shown below AB is made up of steel, with Es…

Q: A bar of the rectangular cross-section is 100mm thick by 50mm broad and carries an axial compressive…

Q: A rectangular steel block is 300 mm in the x direction, 200 mm in the y direction, and 150 mm in the…

A: Stress: Stress is defined as the deformation offered by the internal forces on the body. And it is…

Q: 4. A steel supplier lists rectangular steel tubing having outside dimensions of 4 by 2 in. and a…

A: We need to find Torque and angle of twist please check the answer below.

Q: What is the reference stress for bending about the Y -Y axis of a softwood glulam member from…

A: As per 2005 NDS supplement American Wood council Table 5A.

Q: GIVEN: Solid aluminum bar shown: 4 in. by 4 in. E = 10 x 10° psi oy = 36 ksi 4000 & 200016 4000 16 B…

A: A) Load in each section of bar PAB = 4000 lb ( T ) PBC = 4000 - 2000 = 2000 lb ( T ) PCD = 4000 -…

Q: A high-strength steel band saw, 23 mm wide, runs over pulleys 800 mm in diameter. What minimum…

Q: ood post 12 in. by 12 in. is braced by four steel angles. The wood post and the pieces of angles are…

Q: A rod consisting of two cylindrical portions AB and BC is restrained at both enas. Portion AB is…

Q: In the figure below, the wood pole is supported by cables of 0.32-in diameter. The turnbuckles in…

Q: ly- f= 6,000 psi • As = 7.07 in? • b = 16 in • d= 30 in a) Compute the depth of the compressive…

Q: Three round bars welded together are axially loaded as shown. Find the normal stress in each bar if…

Q: 5. Find the maximum allowable value of P for the column. The cross-sectional areas and working…

A: Solution- 5) Since you have asked multiple question, we will solve the first question for you. If…

Q: 4. A 7/8-in.-diameter steel rod AB fitted to a round hole near end C of the wooden member CD. A…

Q: The outer diameter of the bronze pipe flush-mounted at the A and B points is given as D and the wall…

Q: föllowing SS is subjected to diameter mm and is subjected to double shear. Determine the average…

A: Consider the diagram as shown below.

Q: two gauge are +445 x 10 6 and -32 x 10 principal stresses. The strains measured in these inclined at…

Q: The lower ends of the three bars shown are at the same level before the uniform rigid block weighing…

A: Determine length of bronze bar,Lbr=?

Q: Section a-a 32 mm 48 mm a a P' 48 mm' 200 mm 80 mm –80 mm-

Q: A high-strength steel band saw, 24 mm wide, runs over pulleys 900 mm in diameter. What minimum…

A: Given: Steel band width = 24mm Diameter of pulley = 900 mm Flexural stress = 380 mm, E = 210 GPa…

Q: An anchor bolt connection secures a wood plate to a foundation wall as shown. The -in- diameter…

A: Given: The diameter of the steel anchor bolt is =38 inch The diameter of mini. thread dimension is =…

Q: A rod consisting of two cylindrical portions AB and BC is restrained at both ends. Portion AB is…

Q: A standard steel pipe with a nominal outside diameter of 310 mm (12 in) is acted upon by two…

Q: rbitrary point, calculate the principal stresses and the бу: 2 = 100 MPa s Txy = 55.9 MPa x=200MPa

Q: The vertical portion of the press shown consists of a rectangular tube of wall thickness t = 10 mm.…

Q: The axial load 396 kN applied to the lap joint is distributed equally among the three…

A: Answer We are given Axial load = 396 KN bolt diameter = 20.6 mm bolts width of plate w = 135.4 mm…

Q: A 395 mm diameter short concrete post has 6-600 mm² steel bars reinforcing it. E(steel) = 200 GPa ,…

A: Assuming a perfect bond to exist between steel and concrete. The strain will be same in both.

Q: 20 kN/m 20 kN 20 kN z (m) a 3 10

A: Given data Allowable stress = 300mPa b = 4a Free body diagram of given beam,

Q: Nicole took a steel rod, 15.08-mm in diameter, and held snugly (but without any initial stress)…

A: (A) Force generated in bolt due to drop in temp ∆TForce in bolt =shear stress…

Q: How Find max. tensile and comporsive stresses. 5KN,m 每 5KN 60 B. 120 IwA= 60x18, m,4 ww.

A: Given data: INA=60×106 mm4 Ytop =60 mm Ybottom=120 mm

Q: 10. A wood stave pipe, 120 cm in inside diameter, is to resist a maximum water pressure of 1,200…

Q: A wood stave pipe, 48 in inside diameter, is bound by flat steel bands 4 in wide and 3/4 in thick.…

A: The given data is shown below:

Q: a) Calculate the greatest tensile and compressive stresses occurring in the section a-a shown in the…

Q: joint is made by gluing two plywood gussets of thickness t = 0.56 in to wood boards. Determine the…

Q: Part A- Reaction force at 8 Determine the reaction force al B Express your answer to four…

A: To determine: the reaction force at B the reaction force at C minimum diameter for pin at B for…

Q: what is the loading in pounds that you need to achieve vertical stress of 15 psi? Assume all the…

Q: 6. A wood post 12 in. by 12 in. is braced by four steel angles. The wood post and the pieces of…

Q: complete solution and drawing. if u can please add some explanation thankyou FN = 49 MN = 101…

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 200-mm square aluminum block supports a compressive load of 300 kN. What is the area of the…

A: Given data Force Cross sectional area. To find Inclined area Normal force on that Shear on that

Concept explainers

Properties of Aluminium

Aluminum (or Aluminum) is a silvery-white in color metal. The chemical symbol of aluminum is Al and it has an atomic number (Z) of 13 in the periodic table. The aluminum name for this metal is derived from the Latin word ‘alumen’, which means bitter salt. Aluminum was discovered in the year 1825 by Hans Oersted, and later Friedrich Wöhler isolated aluminum. It is the most commonly found metal in the earth’s core, which is around 8% of the total core mass. Moreover, it is the third most commonly found element on earth after oxygen and silicon. Electron distribution of aluminum per shell is 2, 8, and 3 with a valency of 3. Atomic weight is nearly 26.9815 u.

Question

What is the safe strength of a 5/16 in. fillet weld if it's actual length is 3 1/2 in. and the allowable unit stress in shear is 13,600 psi?

A. 8650 lb

B. 9420 lb

C. 10,500 lb

D. 11,800 lb

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 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

Determine the shear Load that act on the fillet weld that joining two plates together if the working stress is 11300 Ib/in? Throat
What is the nearest magnitude of strength of a 6 mm fillet weld of 100 mm length made between two flats each 10 mm thick? The allowable shear stress on the weld is 110 MPa.
A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN applied along its centroidal axis which is 28.7 mm above the short leg as shown in the figure. Use an 8 mm fillet weld with a minimum tensile strength Fu = 483.33 MPa. Determine the length of a transverse fillet weld along the edge of the angle in order to avoid eccentricity of loading. Determine the length of side fillet weld required at the heel. Determine the length of side fillet weld required at the toe.
The allowable unit stress in shear on a fillet weld is 15,000 psi, and the total actual length of the weld CANNOT exceed 3in. If the weld must transmit a total force equal to 9600 lb, it's size should be A. 1/2 in. B. 3/8 in. C. 5/16 in. D. 1/4 in.
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 inches, the pitch spacing is 1.75 inches, the gage spacing is 2 inches, and the thickness of the connection is (¼) inch. The yield stress is 50 Ksi and the ultimate stress is 60 Ksi. Consider section line (a-a') for the analysis. . a. What is the effective net area (Ae) of the angle section in inches2 [a-a']?(The shear lag factor is "0.80") b. What is the design tensile yielding strength in Kips for the steel member? c. What is the design tensile rupture strength in Kips for the steel member? d. What is the minimum Factor of Safety if a tensile load of 23 Kips is applied to the angle section? please make sure the answer is correct 100% I only need the final answers
Question j=169" R=2.1" ;f 4- 2.81 d $ 100 08 96 07 h £=0.5" * # >P d=7.3" Material is ASTM A36. Plate is fixed 511 by 4 screws of {"$. using the information provided, calculate the ultimate stress (factored by LRFD) for shear fracture and tensile rupture of block pattern passing through points the shear 3-10-9-4..
The allowable unit stress in shear on a fillet weld is 13,600 psi, and the total actual length of the weld CANNOT exceed 3 in. If the weld must transmit a total force equal 9600 lbs, its size should be
b FIGURE P1.38/39. P1.39 (WP Two aluminum plates, each having a width b = 5.0 in. and a thickness t = 0.75 in., are welded together as shown in Figure P1.38/39. Assume that a = 2.0 in. Specifications require that the normal and shear stress magnitudes acting in the weld material may not exceed 35 ksi and 24 ksi, respectively. Determine the largest axial load P that can be applied to the aluminum plates.
The pin in the image shown below must transfer an axial tension force of 12.7 kN. Calculate the minimum pin diameter. Use Shear stress-D0.4"Yield strength. Assume material is 1020 hot-rolled steel. * P2 Shear Planes Pin
* A 76 mm x 76mm x 6mm angular section is welded to a gusset plate having a thickness of 8mm as shown in the figure. The length L1 equals 125mm and L2 is 65mm. The angular section has a cross sectional area of 929mm2, Fy=248 MPa, Fu=400MPa. Determine the value of tensile force P based on block shear in gusset plate along the weld in kN. Allowable stresses: Allowable tensile stress (gross area) = 0.6Fy Allowable tensile stress (net area) = 0.50Fu Allowable shear stress (net area) = 0.30Fu P gusset plate L₂= 65 mm 25 mm
Regardless of the design load, the effective length of a 5/8 in. fillet weld that is subjected to stress in a longitudinal direction should not not be less than A. 2 in. B. 2 1/2 in. C. 3 in. D. 3 1/2 in.
GIVEN: Solid alumınum bar shown: 4 in. by4 in. E = 10 x 10° psi oy = 36 ksi 4000 2000 1b 4000 16 B 12' REQ’D: A) Load in each section of the bar (state whether C or T) PAB = Pac PCD = B) Maximum axial stress in the bar. In which section does this occur? C) Final length of the bar