)3. Determine the total service load capacity for an angle L150 x 90 x 12 of A572 steel, with F,= 350 MPa and F,= 450 MPa, connected to a gusset plate with 8- 22 mm o bolts as shown. Assume the live load to dead load ratio is 3. Use LRFD.

)3. Determine the total service load capacity for an angle L150 x 90 x 12 of A572 steel, with F,= 350 MPa and F,= 450 MPa, connected to a gusset plate with 8- 22 mm o bolts as shown. Assume the live load to dead load ratio is 3. Use LRFD.

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: Compute its design strength based on rupture in kiloNewtons..* 412 485 453 389 438 This is a…

A: Given, Fu = 400 MPa Fy = 248 MPa D = 16 mm Dh = D + 2

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

A: STEEL STRUCTURES:

Q: connecte lameter bolts in each flange, as sho fFy 448 MPa, and Ae = 0.90An, compute the following.…

A: Given: C12x30 member 25 mm dia bolts fy=345 MPa, fu= 448 MPa Ae= 0.9 An

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: 4.3-2 Compute the nominal axial compressive strength of the member shown in Figure P4.3-2. Use AISC…

Q: AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…

Q: o normal temperatures but wet in-service conditions. Assume =0.95 and the geometry factor is CA=1.…

A: 1 Area of the plate Ag Ag = 4×10 = 40 in2for A36 grade steel fy =36000…

Q: A rectangular tied braced column is reinforced with 6-28mm bars as shown in the figure below. Check…

A: A column is a member of a verticle that has been used to carry a load from the upper part of the…

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: 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: Plz, solve this question by using Flexibility Method and show all the details like how to get joints…

Q: All columns and girders are A992 steel.

A: Given: The columns are oriented in the frame such that the x axis is out of plane and y axis is in…

Q: P H

A: We have to using ASD method, and resting on a concrete pedestal that 450*400mm. and find the check…

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: EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related…

Q: Answer d and e only

Q: Pe Po Pp P. If lateral support is provided at both ends, and at the load points, select the lightest…

Q: USE NSCP 2015 A W460X177 is used as a compression member with one end fixed and the other end fixed…

A: Given values: Section used: W 460*177 Length, L =3657 mm One end fixed and other end fixed against…

Q: A single-angle tension member, an L4×4×3/8, liameter bolts as shown in the attached figure is…

A: L4x4x3/8 d= 7/8 in do= 1 in

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: Delermine the available axial compressive strength by each of the following methods: a. Use AISC…

A: Given Data -

Q: Determine the percentage error in discharge as dQ/Q.

Q: 5. A tension members of roof has a length of 7.6 m and is stressed in tension by a dead load of 178…

A: Given data: Dead Load(DL) = 178 kN Live load (LL) = 268 kN Tension load due to wind load (WL) = 50…

Q: The self weight of the beam has not been included in the estimated loads and needs to be accounted…

Q: The truss shown is composed of steel sections. If the 2L150 x 90 x 8 A36 steel section was used in…

Q: Determine the available axial compressive strength by each of the following methods: a. Use AISC…

A: Given Data -

Q: A572 Grade 60 steel is u- each end, and has addition - top. Can this member re l of 320 kips?

Q: Sidesway is prevented for the beam-column shown in the Fig. P11-17. If the first-order momen ts…

A: L = 12 ftPDL = 60 kPLL = 70 kMDx = 12 ft-kMLx = 15 ft-k

Q: Using LRFD and A-50 steel, determine the maximum load Pu that the system below can carry. Assume…

A: We have to determine the value of maximum load Pu that the system can carry as shown in figure and…

Q: Determine the Safe load P for LRFD and ASD to be applied in the structure shown, such that a…

Q: Q3: For the Column in Shown in Figure, Design the Base Plate with A36 steel, if the service dead…

Q: b) A column is connected by a double lap joint consists of 10 mm thick grade S275 plates. All edges…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: PROBLEM 4: The beam shown the figure below is a W16x31 of A992 steel and has continuous lat- eral…

Q: Identify members as compression, tension, zero force or two force by inspection. BC and Cd as well…

Q: High-strength bolts may be tightened until they have very high ....stresses Weights (A) shear…

A: High-strength bolts may be tightened until they have very high .......stresses WeightsPmf, which is…

Q: Civil Engineering Question

A: Given that Brittle fracture is more dangerous than ductilefracture,Brittle fracture occurs without…

Q: cd efgh O ij klmn u op V q 0 k i What is the line for which the section will rupture in tension? All…

Q: Calculate the maximum, unfactored tensile dead load the angle bar can sustain based on gross…

A: Solution: Given: Section: 150 x 90 x 8 mm bolt diameter = 20 mm. fy = 248 MPa LL=135 kN φ = 0.9

Q: Using ASD, check the adequacy of the base plate (PL400x350x19 mm) centered on a W12X152 column as…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: A single angle tension member L89x89x9.5 with an area of 1,800mm2 connected to a

A: L89x89x9.5 Ag= 1800mm2 d= 22mm do= 25mm

Q: Problem 1: Hanger in Tension with Block Shear The W12 X 53 tension member shown below has two rows…

A: Given: db = 1 in Fy = 50 ksi Fu = 65 ksi section properties: W 12 x 53 Ag=15.6 in2 d = 12.1 in tw =…

Q: An HSS10x10x3/16 is used as a compression member with one end pinned and the other end fixed against…

A: The section HSS with one end pinned and the other end fixed against rotation but free to translate.…

Q: For the welded angle, determine the maximum tensile strength. Assume A992 grade steel. 6" 4" -Pu -L5…

Question

Gusset Plate
LI50X 99x12
55mm
65mm
k7spaces @ 50mm-350mm
Section
Problem 3
)3. Determine the total service load capacity for an angle L150 x
90 x 12 of A572 steel, with F,= 350
MPa and F,= 450 MPa, connected to a gusset plate with 8- 22
mm o bolts as shown. Assume the
live load to dead load ratio is 3. Use LRFD.

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 Interpretation of data

VIEW

Step 2 Primary calculations

VIEW

Step 4 Calculations for net area

VIEW

Step 5 Calculations for yielding in the gross section

VIEW

Step 5 Calculations foreffective area

VIEW

Step 6 Calculations for design strength in net section

VIEW

Step 7 Calculations for service load capacity

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 1 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

A tensile rod profile L120x120x12 (single), is designed to withstand the tensile force due to dead load, PD = 65 kN, live load, PL = 140 kN, and wind load, PW = 90 kN. Determine the design factored tensile force, Pu, based on the combined loading of the LRFD method.
A plate is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel used is A36, Fy= 248 MPa, Fu = 400 MPa. If the width of the tension plate is 210 mm, determine: a) The thickness of the plate based on NSCP 2015 ASD, bult used is M20.------ b) The thickness of plate based on NSCP 2015 LRFD. Bolt used is M20.-------- I M20 bolts- 210 mm -Tension Plate
Please solve the ff and write legibly SN = 38 Determine the adequacy of the W8x58 subject to the following: Axial Tension: DL = 100 kN + SN, LL = 120KN + SN Axial Compression: DL = 60 kN + SN, LL = 80KN + SN L = 8m 2 holes for 20mm.dia. bolts Fy = 250 Mpa Fu = 400 Mpa
4. The shaft consisting of steel and aluminum segments carries the torques T and 2T as shown in the figure. Find the largest allowable value of T if the allowable shear stresses are 83 MPa for steel and 55 MPa for aluminum, and the angle of rotation at the free end must not exceed 6°. Use G = 83GPa for steel and 28 GPa for aluminum. 2T 50 mm dia T 40 mm dia Steel 900 mm Aluminum 600 mm
Please help with the problem below
2. A single-angle tension member, an L3x3 x3/8, is connected to a gusset plate with 22mm- diameter bolts as shown in the figure. A36 steel is used. The service loads are 155KN dead load and 66 kN live load. Investigate this member for compliance with the NSCP 2015 Specification. Assume that the effective net area is 85% of the computed net area. Consider yielding of the gross section and fracture of the net section. Neglect block shear. a. Use LRFD. b. Use ASD L3½x 3/2 x% Section
If you can't solve this question just skip it but don't say this is an assignment question.
O cd O efgh O ij O klmn O qrst V What is the line of action of which the section will yield in tension? All holes are the same diameter. O aflrsmgb O op t P n j h C d
Q9
Don't copy from other experts solution.
plss, i need the answer immediately!
Answer completely and clearly. NEED ASAP