An angle is welded to the plate as shown in the figure below. Compute the LRF) design tensile strength and the ASD allowable tensile strength of this angle by using A-50 steel. 75mm on-center in one leg of the8. An angle is welded to the plate as shown in the figure below. Compute the LREdesign tensile strength and the ASD allowable tensile strength of this angleusing A-50 steel.weldL7x4x5/8150mm

Answered: Image /qna-images/answer/cb01a775-24d6-4efa-b4c8-e1fd2a1340c9.jpg

Answered: An angle is welded to the plate as…

An angle is welded to the plate as shown in the figure below. Compute the LRF) design tensile strength and the ASD allowable tensile strength of this angle by using A-50 steel.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.7P

See similar textbooks

Related questions

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: the tension member shown, compute the following. The tensile design strength. The allowable tensile…

Q: The lap joint of a tension member is shown in the figure. The plate is 252 mm wide and 12 mm thick.…

A: Answer To determine the safe value of P based on shear on bolts and bearing of plates we are given A…

Q: Problem 4 Giren two welded plates - A36 plates t- 3/"

Q: ) The thickness of the plate based on NSCP 2015 ASD, bult used is M20.--- ) The thickness of plate…

A: given - a bolted plate connection required- to find thickness of plate

Q: STRENGTH OF MATERIALS UPVOTE WILL BE GIVEN. Please write the complete solutions legibly. Answer in 3…

Q: allowable

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

Q: 1.Determine the safe value of P based on the Tension on Gross Area. 2. Determine the safe value of P…

Q: The bolted connection shown must support an applied load of P= 2200 kN. The average shear stress in…

A: P=2200kN To find diameter of bolt

Q: The connection shows a PL10x200 loaded in tension and welded to a gusset plate. Calculate the ff,…

A: To determine the allowable tensile strength of the welded connection. Given, Grade of steel: A-992…

Q: A PL 38 x 6 tension member is welded to a gusset plate as shown in figure. The steel is A36. PL % ×…

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

Q: A beam to beam joint in bolt connection of single side cleat type is shown in Figure 3. Verify the…

A: Shear resistance : Shear strength refers to a material's or component's resistance to the type of…

Q: Use LRFD and design the tension members of the roof truss shown in Figure below. Use double-angle…

A: A roof truss can be subject to different types of loading according to the usage, type and area etc.…

Q: A 12.5 mm x 150 mm plate is connected to a gusset plate having a thickness of 9.5 mm. Diameter of…

A: Given: 12.5 mm X 150mm plate thickness, t = 9.5 mm Dia of bolt = 23 mm Fy = 219 MPa Fu = 311.9 MPa

Q: The given plate below with width of 200 mm and thickness of 16 mm is to be connected to two plates…

Q: 1. For the tension member shown, compute the following. a. The tensile design strength. b. The…

Q: Situation 1: The lap splice shown will develop a full strength as shown in the figure. Using E70 The…

A: d=39mm

Q: Three plates (14 mm and 16 mm in thickness) are welded to a W10 x 49 to form a built-up shape as…

A: For W10×49, Ag=9290 mm2d=254 mmbf=254 mmIx=113×106 mm4Iy=38.8×106 mm4 The yield strength of the…

Q: Determine the allowable (ASD) tensile strength (kN) of the angle shown. It is welded on the end…

Q: PROBLEM 2: A bolted connection shown is connected by 20 mm diameter bolts with an edge distance of…

A: Given. Diameter of bolt ,d=20 mm Thickness of plate t=12 mm fu=415 MPa edge distance e= 50 mm…

Q: 4.) A 150 x 90 x 12 angular section is welded to a gusset plate as shown in the figure. The angle is…

A: To Determine Design force, P

Q: l-Beam with the given measurments as follows Flange width of 6 Inches Height of 8 inches Web…

A: Given,B=6 inb=2 inD=8 ind=8-1.5-1.5d=5 inassume a simply supported with a centre load of 100…

Q: Calculate the tightening torque for an SAE 5, ASTM449, 13UNC grade bolt with a diameter of 1/2 inch.…

A: The application of preload to a fastener by the turning of the fastener's nut. Friction points…

Q: A 6x6x3/8 angle made of A36 steel is welded to 3/8 in gusset plate as shown below. Determine the…

A: The angle section =A 6 x 6 x 3/8 Steel type=A36 Weld size=3/8 in=9.525 mm Yield strength of…

Q: Calculate the allowable (ASD) tensile strength of a WT125X22.4 with a transverse weld to its flange…

A: Given:- The yield strength of the steel = 248 Mpa The ultimate strength of the steel = 400 MP The…

Q: ISA 100 x 100 x 10mm (Cross sectional area = 1908mm2) serves as tensile member. This angle is welded…

Q: tion for compliance with the AISC Spec strength is controlled by the bearing de a. Use LRFD. b. Use…

Q: a) Bolted - VWelded - Rivetec b) Welded - Bolted- Riveted C) C Riveted Welded - Boltec…

A: First figure shows the bolted connection

Q: A 6x6x9/16 angle as shown is subjected to tensile load and is to be welded with 1/4" weld (EXX of…

A: Note- Since we answer one question at a time so we will answer the first one. Please resubmit…

Q: STEEL STRUCTURE DESIGN HOME WORK -1- 1- Determine the design strength for the welded tension member…

Q: 504.2 Tensile Strength The design tensile strength, $¿Pn and the allowable tensile strength, Pn/l4,…

A: GIVEN L = 100 mm d = 20 mm D = 20 + 2 = 22 mm Fy = 248 Mpa Fu = 400 Mpa P = 50 mm g = 63.5 mm

Q: A channel C250x37 mm section is welded to a 9 mm gusset plate. Welding is not permitted on the back…

A: Slot Weld : Slot weld is used to attach flat plates using one or more holes in the top part. To fuse…

Q: 200 x 20 mm Plate The strength of the rolled section shown is increased by combining S section,…

Q: 5-5: For the welded 1"x8" flat plate tension member shown, determine the design tensile capacity…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: The spliced joint of the bottom chord in a bridge truss shown in the figure below is connected with…

Q: A beam to beam joint in bolt connection of single side cleat type is shown in Figure 3. Verify the…

A: Shear resistance Shear strength is defined as the maximum force that can be supported before…

Q: Determine the maximum service load P that can be resisted safely by the welded connection shown. Use…

A: Let us consider the size of weld=6 mm The thickness of throat=0.7*6=4.2 mm The total area of…

Q: The A36 tension member is connected with 6- 16 mm diameter bolt. The member is made of Plate PL…

Q: A single plate tension member (200 mm x 10 mm) is made of 300W Steel. The member is connected…

Q: : Two plates will be connected to each through bolt connection or weld connection to resist the…

A: Dead load, DL=Td=300 kips Live load, LL=Tl=40 kips Wind load, WL=Tw=30 kips

Q: 3. Determine the nominal resistance and the LRFD design and ASD allowable block shear strengths of…

A: Given hole diameter dh= 24mm Fu = 400 MPa Fy = 250 MPa PL 12mm×300mm thickness t = 12mm Nominal…

Q: 1. A W12x35 of A992 Grade 50 steel is connected through its diameter bolts, as shown in the figure.…

A: Geometrical properties of W12x35 section is Ag=10.3 in2d=12.5 inbf=6.56 intf=0.52 intw=0.3…

Q: For the tension member shown, compute the following. a. The tensile design strength. b. The…

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

Q: The lap joint of a tension member is shown in the figure. The plate is 252 mm wide and 12 mm thick.…

Q: Зт or the truss shown in the figure; Design members 1-2 and 2-3 assuming that out of plane…

Q: 1. A W12x35 of A992 Grade 50 steel is connected through its flange with 7/8-inch- diameter bolts, as…

A: Solution-

Q: Determine the allowable (ASD) tensile strength (kN) of the angle shown. It is welded on the end…

Q: One bolt 3 4 in-16 UNF × 2 1 2 in. SAE grade 5 is subjected to a P load of 6 kip at a tension joint.…

A: Given:- One bolt 3/4 in-1 UNF ×212 in. SAE grade 5 is subjected to a load The magnitude of the load…

Q: What is the available tensile strength of a WT 20x74.5 made of A572 grade 50 steel? Use ASD, assume…

A: ASKED: To determine the available tensile strength (ASD) for given steel section. Given, Steel…

Concept explainers

Introduction to Engineering Design

Students are often confused with engineering and design. The term engineering design has two words with different meanings, engineering, and design. The term engineering implies applications of laws and principles of science to design and analyze physical structures and components. In civil engineering, students apply the concept of physics and chemistry to design and build structures and buildings. In engineering disciplines, the term design means determining the dimensions, loads, and associated influences on the component due to the applied loads such as stresses and deformations. The estimation of such parameters is crucial to make the component or structure foolproof.

Question

An angle is welded to the plate as shown in the figure below. Compute the LRF) design tensile strength and the ASD allowable tensile strength of this angle by using A-50 steel.

75mm on-center in one leg of the
8. An angle is welded to the plate as shown in the figure below. Compute the LRE
design tensile strength and the ASD allowable tensile strength of this angle
using A-50 steel.
weld
L7x4x5/8
150mm

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 3 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

Considering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is 18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is 100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of shear. Determine the maximum allowable "P" of the connection in kN.
Determine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40
What is the safe load "P" that can be transmitted by the fillet-weld joint shown in figure below if allowable shear stress in the fillet weld is 108 MPa and F.O.S. for load is 1.5? P4 60mm 50mm) 8mm P
What is the safe load "P" that can be transmitted by the fillet-weld joint shown in figure below if allowable shear stress in the fillet weld is 108 MPa and F.O.S. for load is 1.5? P4 www 60mm 777 50mm 8mm P
A plate 400 x 12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter bolts, as shown. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel. Assume allowable tensile stress on net area is .60Fy. It is required to determine the value of b such that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. a. calculate the value of b in millimeters. b. Calculate the value of the net area for tension in plates in square millimeters. c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded. d. Calculate the nominal block shear strength based on possible failure paths
Situation 5. The angular section shown below is welded to a 12 mm gusset plate. Both materials are A36 steel with Fy = 250 MPa. The allowable tensile stress is 0.6Fy. The weld is E80 Electrode and 12 mm thickness. INNOVATIONS Properties of L 150x90x12: y = 50 shear stress of weld = 0.3Fu A = 2750 Allowable REVIEW INNOVATIE a K ➜ www A. 234 KN B. 349 KN b 13. What is the value of P without exceeding the allowable tensile the angle? C. 382 kN p. 413 kN 14. Find required length of the weld based on shear? A. 280 mm C. 300 mm D. 380 mm B. 320 mm 15. Find the required value of a? A. 108 mm B. 97.9 mm D. 185 mm NEW INNOVATIONS REVIEW INNOVATIOf REVIEW NEW INNOVATIONS
A plate with width of 420 mm and thickness of 13 mm is to be connected to a plate of the same width and thickness by 30 mm diameter bolts, as shown in the Figure 1. The holes are 3mm larger than the bolt diameter. The plate is A36 steel with yield strength Fy = 248MPa. Assume allowable tensile stress on net area is 0.60Fy. It is required to determine the value of b such that the net width along bolts 1-2-3-4 is equl to the net width along bolts 1-2-4. W = 420 mm t = 13 mm a = 64 mm c = 104 mm d = 195 mm Bolt Diameter = 30 mm Holes Diameter = 30 mm + 3 = 33 mm ?? = 248 MPa Allowable Tensile Stress on ?? = 0.60Fy a. Calculate the vaue of b in millimeters. b. Calculate the value of the net area for tension in plates in square millimeters. c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded.
ISA 100 x 100 x 10mm (Cross sectional area = 1908mm2) serves as tensile member. This angle is welded to a gusset plate along A and B appropriately as shown. Assuming the yield strength of the steel to be 260 N/mm2 the tensile strength of the member can be taken to be approximately A ISA 100x100×10 Gusset Plate B
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 what is the: minimum spacing as per AISC code provisions maximum spacing as per AISC code provisions minimum edge distance as per AISC code provisions maximum edge distance as per AISC code provisions
A PL 38 x 6 tension member is welded to a gusset plate as shown in figure. The steel is A36. PL ½ x 6 The design strength based on yielding is nearest to: The design strength based on rupture is nearest to: The design strength for LRFD is nearest to: The allowable strength based on yielding is nearest to: The allowable strenath based on rupture is nearest to: The allowable strength for ASD.
A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy-248MPA and Fu -400MPA. Gusset Plate Alowable Sresse Alowable tensle stress igross ara)0.00 Alowable tereile stres net area)0SOF. Allowable shear stress (net ares)0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85% O 138.24 KN O 140.14 kN O 157.93 kN O 304.00 N Next
A plate 400x12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter bolts, as shown. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel. Assume allowable tensile stress on net area is .60Fy. It is requireed to determine the value of b such that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4