Answered: The tension member L 5 x 3 x 1/2 is…

The tension member L 5 x 3 x 1/2 is used to carry the deadload of 42 kips and liveload of 23 kips with an 7/8 inch diameter attached. A36 is used. Determine its adequacy based on: a.LRFD b. ASD

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: 7. The horizontal stick of length, L, shown in the figure is uniform and weighs 200 N. Calculate the…

A: Length of the rod = L Weight of the rod = WL = 200 N Weight suspended = W = 500 N

Q: 1.4) The design block shear strength is A) 234.900 kips B) 176.175 kips C) 211.050 kips D) 158.288…

A: The given figure is shown below:

Q: A 127mm x 127mm x 12mm angle bar is connected to a gusset plate with 25mm diameter bolt as shown in…

Q: ASSIGNMENT #5 BIAXIAL BENDING Problem: Check the beam shown for compliance with the NSCP…

A: Section: W410 x 100 A992 steel fy = 345 MPa DL = 30% LL = 70%

Q: How much service live load, in kN/m, can be supported? The member weight is the only dead load. The…

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: DETERMINE THE FORCE (b) FOR MEMBER AC GIVEN THE DATA BELOW F-599 tb F-1.283 lb "Note for…

Q: A bracket carries an eccentric load of P = 100 kN at an eccentricity of as shown in SD-001. Diameter…

Q: The tension member shown below is a PL 12 X 8 of A36 steel. The member is connected to a gusset…

A: Calculate gross area and net area: Given Ag = 8×1/2 = 4 in² An = 1/8 + 1 1/8 = 1.25 in² Ae= An…

Q: Select an S shape for the tension member shown in Figure. The member shown will be connected between…

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: 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: Problem 4: Use A992 steel and select a W shape. The service dead load is 142 kips, and the service…

A: Introduction-Given values are,Dead load=142kipsLive load=356 kipsThe length is 16 feet and both ends…

Q: How much service live load, in kN/m, can be supported? The member weight is the only dead load. The…

A: Service dead load = 45 kNService live load = 90 kNGross area, Ag = 18400 mm2Radius of gyration, ry =…

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: As shown in Figure 7, members AC and BD are used to brace the pin-connected structure against a…

A: Factored load, 12 kips. A36-steel properties: fu = 58 ksi fy = 36 ksi

Q: A beam is connected to a column with 3⁄4inchdiameter, Group A slipcritical bolts, as shown in…

A: The following formula is used in this question, Rn=FnvAbHere Ab is the nominal area of bolt, Fuv is…

Q: Determine the maximum axial compressive service load that can be supported if the live load is twice…

A: Given:- HSS 8×4×14ASTM A500 Grade BTo find:-maximum axial compressive service load using,a)…

Q: The beam shown in Figure is laterally braced only at the ends. The 30-kip load is a service live…

A: ASD is based on the conventional stress calculation of structure with respect to the allowable…

Q: 2. A 1/2×5 plate of A36 steel is used as a tension member. It is connected to a gusset plate with…

A: Let us analyse the question in step 2.

Q: is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel used is…

Q: A bar AE is in equilibrium under the action of the five forces shown. Determine T (kN). F1 88 kN F2-…

Q: 4.8 Member AB is the beam under consideration. As shown in the illustration of the loading…

A: in the question, the free body diagram is provided also the load of 500-lb/ft uniformly distributed…

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: H2-A rectangular wood Gommx piece 4 720mm in crnes-section, is used as a compresion block.…

A: The maximum load or critical load that leads the column to be in a state of unstable equilibrium and…

Q: Found solutions, steel structure

Q: Hw: Find the slope and deflection in the section CA-A) anel the section CB-B) for the beam Shown.…

Q: Problem 1: From the figure shown in the figure, determine the maximum service deadload P considering…

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: Section W14x68bolt diameter, db = 20 mmA992 grade of steel:fy = 345 MPafu = 450 MPaTo find:a. The…

Q: Write your answer (3 decimal places) on the text box provided in each number and use three (3)…

Q: The beam under the Live and Dead loads is shown below. The steel class is $235. 4.8 A L1 L2 a.)…

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

Q: 1. A double-channel shape, 2C8 18.75, is used as a tension member. The channels are bolted to a…

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

Q: The tension member is fastened togother using two bolts, one on each side of the member as shown.…

Q: The tension member shown is an L150 × 87.5 × 8. The bolts are 19 mm in diameter. If A36 steel is…

Q: For the conditions shown in Figure , use LRFD and a. select a W16 of A992 steel. b. select a steel…

A: We have to Find these conditions by using LFRD method;

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

Q: The beam shown in the figure has continuous lateral support of both flanges. The uniform load is a…

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: A W16x67 is given , we need to find out a. The nominal strength based on gross section yielding.b.…

Q: HW The comPound shaft Shawn is attached to rigid SuPhrts, for the bronze Segment AB, the diameter is…

A: Given, Diameter of ABdb =75mmLength of ABLb =a…

Q: 5ft B 1.5ft The AB bar, whose material is Copper Hard Drawn, and the BC bar, whose material is 6061…

A: Length of copper bar, length of the aluminum bar, area of each bar,

Q: 4.as A cantilever AB aroth ln carries a Uniformly distabuted load, WHIM from R fErid end A to the…

A: we have above data we have to find permissible load w

Q: The member shown in Figure has lateral support at points A, B, and C. Bending is about the strong…

A: Solution;

Q: Plate connection with bolts with shear Strength value Jz 200 UPa is gìven in the figure. Determine…

A: Step 1

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: Use LRFD method to find maximum distributed live load (W₂) that can be applied on the concrete slab…

A: Built-up column:Section: 4 L6X6X1Effective length, KL = 8 ftA992 grade of steel;fy = 50 ksifu = 65…

Q: An angle L5x5x% tension member of A36 steel is connected to a gusset plate with six 3/4-inch…

A: Tension member L5x5x5/8A36 steel.Bolt diameter, db = 3/4 in6 bolts spaced 3 inThe length of the…

Q: ARCULA MICHAELA 3. DETERMINE THE FULLY THE STRENGTH LEG SILE VEEPEP to OF THE SHO WN USING As0 ( Fy=…

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

Question

Give me right solution according to the question.

The tension member L 5 x 3 x 1/2 is used to carry the deadload of 42 kips and liveload of 23 kips with an 7/8 inch diameter attached. A36 is used. Determine its adequacy based on: a.LRFD b. ASD

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

Question 4: A W12 x 65 of A572 Grade 60 steel is used as a compression member. It is 26 feet long, pinned at each end, and has additional support in the weak direction at a point 12 feet from the top. Can this member resist a service dead load of 180 kips and a service live load of 320 kips? a. Use LRFD. b. Use ASD.
H.W The comPound shaft Shown is attached to Kigid. SuPprts, for the bronze Segment AB, the odiameter is 75mm.p G=35 GNIm? and ES60 MNIM, for Steel Segment Bc, the dlameter is somm, G= 836NIM? and Ts 80 MNIm If a=2m and b= 1.5m, ComPute the maximum torquelT) that Gan be applied?
From the Truss member shown, design all the tension members for ASD and LRFD, if the connection for the angle bars are shown. Use A36 STEEL. 100 mm 150 mm E F 2.5 m B SERVICE DEAD LOAD =300 KN SERVICE LIVE LOAD = 200 KN 2 m 2 m 2 m 2 m
DETERMINE THE X, Y, AND Z COORDINATE. ASSUME THAT A IS 100MM PLEASE PROVIDE CLEAR SOLUTION
Situation 1A - See Question Below Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is connected to a gusset plate using welds 12 inches long, as shown in the figure. The service live load is three times the dead load. Use A992 steel. USE LRFD ONLY, no block shear will occur. A. Governing Ultimate Tensile Capacity based on Yielding of gross section Round your answer to 0 decimal places.
b) A column is connected by a double lap joint consists of 10 mm thick grade S275 plates. All edges of the plates are machine flame cut. Four (4) 20 mm diameter Grade 8.8 black pre-stressed fully threaded bolts are used. The column is loaded with a 400 kN axial load. The surface of plates is blasted with grit, and painted with alkali-zinc silicate paint. Given: e₁ = 50 mm e2 = 25 mm P₁ = 200 mm P2 = 50 mm ii) Calculate the slip resistance and tensile resistance of the plates for the double lap joint.
PROBLEM 4: The beam shown the figure below is a W16x31 of A992 steel and has continuous lat- eral support. The two concentrated loads are service live loads. Neglect the weight of the beam and determine whether the beam is adequate. a. Use LRFD. b. Use ASD. 60k 60k W16 x 31 asap +4
ASAP pls
please solve 1.2
3. A single angle tension member L89x89x9.5 with an area of 1,800mm2 connected to a gusset plate with 22 mm diameter bolts as shown in the figure. A36 steel is used with Fy=248 MPa and Fu= 400 MPa. The service loads are 150 KN dead load and 65 KN live load. Investigate the adequacy of the member. Diameter of hole is 3 mm bigger than bolt diameter and use net area equal to 85% of the computed net area. Neglect block shear. a. Check using ASD Load Combination b. Check using LRFD load combination
7) Tabulate the result of your design. In 2 columns, list the tension members on the 1st column and the corresponding angle section on the 2nd column. 8) Write your COMPLETE solution for the analysis and design. P1- 19kN P2- 19kN
Problem 4.81 The 60-mm-diameter cylinder is made from Am 1004- T61 magnesium and is placed in the clamp when the temperature is T₁ = 20° C. (Figure 1) Figure 1 of 1 -11 100 mm 150 mm Part A If the 304-stainless-steel carriage bolts of the clamp each have a diameter of 9 mm, and they hold the cylinder snug with negligible force against the rigid jaws, determine the force in the cylinder when the temperature rises to T2 = 130°C. Express your answer to three significant figures and include the appropriate units. F= Submit HA Value Units My Answers Give Up ? Provide Feedback Continue