P2: Using AISC Equations, determine the design strength for the following axially loaded column W12 x 96(Assume Fy= 50 ksi). Confirm the answer using the AISC tables. (Use LRFD).(20%)10 ft26 ft16 ftX-r axisy-y axis

Answered: Image /qna-images/answer/ed6b22c9-3d31-4774-8f55-2c2794751a3a.jpg

P2: Using AISC Equations, determine the design strength for the following axially loaded column W12 x 96 (Assume F 50 ksi). Confirm the answer using the AISC tables. (Use LRFD). (20%) 10 ft 26 ft 16 ft -r axis yyaxis

P2: Using AISC Equations, determine the design strength for the following axially loaded column W12 x 96 (Assume F 50 ksi). Confirm the answer using the AISC tables. (Use LRFD). (20%) 10 ft 26 ft 16 ft -r axis yyaxis

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 whether the compression member shown in Figure is adequate to support the given service…

Q: Problem 2: A column shown is 15-feet long and consists of W14x90 with two plates welded to form a…

A: NOTE : Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: 3. Determine the Euler buckling load ( Pe) for an axially loaded W14×12 shown in the follow figure.…

Q: A simply supported beam shown is laterally supported at its ends and is subjected to the following…

A: As per the question, laterally supported beam has a less chances of buckling, hence permissible…

Q: Example 2 (H.W) : For the simply supported beam of section shown in figure below, calculate the…

Q: Problem 2: A 35 ft axially loaded W12×65 column has the bracing and end support conditions shown in…

Q: A beam section shown below will be subjected to a maximum service dead load of 215 KN.m. Determine…

A: Given: D.L = 2.15KN/M f'c = 21 Mpa fy = 415 Mpa 5bars of 25mm Size = 360*650mm 1.Calculation of Area…

Q: A beam must be designed to the following specifications: ●● Span length = 35 ft ●● Beam spacing = 10…

A: We will assume the following data, b(breath)=250mm d (depth) =550mm d' (cover) = 50mm

Q: Read the question carefully and give me right solution with clear calculations. A hollow cylindrical…

Q: From the given beam loaded has shown; El = RA2² – M, (æ – ) + C1, Ely = ¿RA¤³ - }M, (x – )² + C;x +…

Q: An A36 WF steel column has a design compressive strength of 159.6kilo pounds. If LL=2.9DL, calculate…

Q: AW10x30, 3.2 m long, A36 steel (Fy = 248 MPa) is used as a column with fixed ends to support a…

Q: A 360UB56.7 grade 300 steel beam is supporting two equal point loads as shown in figure below. The…

Q: Verify the adequacy of column CB, part of a sway frame structure, to carry the loads shown in the…

A: Solution: Given Column section CB = w 14 x 82 L= 4.2m DL = 40 kN LL = 125 kN Ix = 367 x 10 6 mm4…

Q: Compute the safe uniformly distributed dead load that will be added to the weight of the beam. The…

Q: AW10X30, 3 m long, A36 steel is used as a column with fixed ends to support a service dead load of…

Q: Situation 2: Determine whether the compression member shown in Figure is adequate to support the…

A: Compression members are primary components that are pushed together or convey a heap; all the more…

Q: 2. A steel column having a section shown is 8 m long. A load P = 100 kN is applied at 140 mm from…

Q: Design a short tied column for a service DL= 1200 KN and a service LL = 890 KN. It will also carry a…

A: Given values: DL= 1200 KN LL= 890 KN DL moment = 35 KN.m LL moment = 28 KN.m f'c = 30 MPa fy = 400…

Q: A rectangular beam simply supported over span 4m has b=280 mm, d= 500 mm, As = 3025, Use fc' = 25…

Q: A steel column W300 x 203 kg/m section is used as to support an aial load. A=25740mm^2 Tw =…

Q: Compute the maximum total service live load that can be applied to the A36 section shown in the…

A: Solution: Draw the cross section of the columns: Write the properties of the L4×3×38 section:Use…

Q: SITUATION: A cantilever RC beam with an l-section has the following dimensions: Width of flanges =…

A: Given : cantilever beam with 2.5 length fc = 21 MPa fy = 278 MPa Dead load = 10 kN/m and…

Q: Design a column with an effective length of 670.56 cm to support a dead load of 289 kN, a live load…

A: Solution: Given: DL = 289 kN LL = 489 kN WL = 640 kN L = 670.56 cm = 22 ft fy = 345 MPa = 50 ksi

Q: 1.The end moments of the beam shown due to service loads are tabulated below. Determine the design…

A: Dead loads, otherwise called long-lasting or static burdens, are those prevalent connected with the…

Q: 3. Determine the Euler buckling load (Pe) for an axially loaded W14x 12 shown in the follow figure.…

Q: Given a 9.92 m built-up column pinned at the top and fixed at the bottom with the following…

Q: A W16x 100 with Fy= 60 ksi is used as a compression member. The length is 13 feet. Compute the…

Q: Determine the required steel area for a T-beam that traverses the center of a floor system for which…

A: Given - bw= 300mm d= 550mm L= 4.8m s= 3m t= 100mm Md= 400Kn-m Ml= 500Kn-m fc= 28Mpa fy = 414 Mpa…

Q: Determine the design strength of the axially loaded column

A: LRFD (Load and resistance factor design): - It is a method to design steel structures and their…

Q: Q1 // For cantilever beam shown in Fig. below if service live load = 72 kN/m, service dead load = 30…

Q: (a) A W10 x 22 is used as a 15-ft long pin-connected column. Using the Eulerexpression, determine…

A: Given:- W10 x22 length=15ft steel has a proportional limit of 36 ksi. To find:- column's critical or…

Q: An axially loaded square tied column is to be designed for the following service loads. DL = 1800 kN…

Q: For the floor system shown below, the un-factored live load is 100 psf and un-factored dead load is…

A: The aspect ratio for all the slabs is: LYLX=24 ft7 ft=3.428>2 All the slabs are One-way Slab and…

Q: For a column that has the cross-section area shown in the Figure below, check the column adequacy…

Q: A non slender tied columns is subjected to axial load only. It has the geometry shown in figure and…

A: The bar number is 9. The yield strength of steel is fy=60000 psi. The compressive strength of the…

Q: m the given beam loaded has shown; = }RA#² – M, {æ - ) + C1, Ely = ¿RA B -L/2– -L/2- Mo = 72kNm. L =…

Q: Built-up column 10 m long consists of W350x90 with two 12 mm thick plates welded to form a box…

Q: Determine the value of Pn for the column shown below. Assume e = 190mm. Use fc' = 21MPa, fy =…

A: Given data:- The given diagram shown in below

Q: Compute the permissible axial load on the column section shown in Fig. 11-8. 4 m, (b) 6 m. modulus…

Q: Q68- For the moviry Load shown below, Find such that the Max forc e the value (w) axiaL in mem berr…

Q: Determine the adequacy of the W8x58 subject to the following: Axial Tension: DL = 100 kN + SN, LL =…

A: Slenderness ratio : The slenderness ratio, or simply slenderness, is a shape factor in architecture,…

Q: Q4 For the simply supported beam shown in Figure below, design the cross section against the maximum…

A: Given, Width B=300 mm Compressive strenght fc=10 MPa Yeilding stresfs=140 MPan=10Load =40 KN

Q: Q4 For the simply supported beam shown in Figure below, design the cross section against the maximum…

Q: DETERMINE THE FORCE (Ib) FOR MEMBER AC GIVEN THE DATA BELOW: F1 = 864 Ib F2 = 1,452 lb **Note: for…

Q: Pr. 1 For the rectangular column cross-section below, calculate the maximum axial load (Na - Na)…

A: Given : Size of column =450mm x 450mm fck =25N/mm2 fy = 420N/mm2 longitudinal reinforcement = 8 no…

Q: A column has : (KL/r)x = 65 and (KL/r)y=50. What is its critical buckling strength OFr assuming Fy =…

A: λx = Slenderness ratio about x axis = KLrx = 65λy = Slenderness ratio about y axis = KLry = 50Fy =…

Q: Q15 An HSS 14.000x0.500 made of A500 grade C steel is used as a column with fixed ends and is 20ft…

A: E = 29000 ksi ; fy = 50 ksi Le = kL = 0.65x20 ft = 13ft = 13 x 12 = 156 inch For HSS 14*0.5…

Q: Plot the load-def lection diagram for apinned-end column with eccentric axial loads (seefigure) if…

A: Given:- L = 3.6 m, I = 9.0 x106 mm4, E = 210 GPa. To find:- the load-def lection diagram

Q: Compute the maximum service axial compression load permitted on the built-up cross-section of the…

Question

100%

P2: Using AISC Equations, determine the design strength for the following axially loaded column W12 x 96
(Assume Fy= 50 ksi). Confirm the answer using the AISC tables. (Use LRFD).
(20%)
10 ft
26 ft
16 ft
X-r axis
y-y axis

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

An axially loaded tied column must sustain the following service loads: Total dead load = 1600 kN live load = 1000 kN required strength, U = 1.2D + 1.6L reduction factor = 0.65 f'c = 28 MPa fy = 420 MPa determine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500mm square using bar diameter = 20mm a. 8, b. 4, c. 10, d. 12
IF SERVICE AXIAL COMPRESSION OF AN EXTERIOR COLUMN (L = 7.5m, A -36 STEEL), EFFECTIVE LENGTH FACTOR OF 1.3, AND RADIUS GYRATION OF 81. 8mm) IS 1275 kN. AND DEMAND CAPACITY RATIO FOR THE MOMENT IS 0.64, DETERMINE ITS REQ’D CROSS - SECTIONAL AREA OF THE COLUMM. USING ASD
A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2 m on centers, on simple supports over a span of 6.0 m. The floor supports a superimposed service dead load of 1.77 kPa and service live load of 4.8 kPa. Using f’c = 21 MPa, long bar fy = 415 MPa, calculate: 8. Using a T-beam geometry formed from monolithic construction, determine the effective flange width of a typical interior beam in mm. = [bf] mm
Compute the maximum service axial compression load permitted on the built-up cross-section of the accompanying figure. The load is 30% dead load and 70% live load. The steel used is A992, and the effective lengths are (KL)y = 14 ft and (KL)x = 42 ft.
Check the safety of the section shown in Figure 2 below, using the Bresler Reciprocal Load method, where the section is subjected to a factored axial compression force and bi-axial moments as shown, giving that fc’ = 35 MPa, fy = 400 MPa, design cover (dc)= 50 mm. If the section is unsafe, what are your recommendations to increase the section capacity? Pf = 1 850 kNMfy = 200 kN.mMfx = 135 kN.m
A 400-mm diameter, non slender, spiral column is symmetrically reinforced with 10-25 mm vertical bars. Calculare the maximum service axial dead load the column can sustain in addition to an axial live load of 922 kN. Given f'c = 24 MPa and fy = 280 MPa. Write your answer in 2 decimal places only.
A Rolled Steel Channel ISMC 400 @ 49.4 Kg/m is used as a column. The Column is Fixed at both ends. Determine the Design Compressive Strength of the section, if the length of the column is 700 cm. Take fy = 240 MPa
Design a building column made of A36 steel (fy=36 ksi) having length of 10ft using AISC table to support a dead load of 50 kips & live load of 80 kips. Assume K=0.9 & E=29,000 ksi. Use LRFD approach for design. Initially assume fcr =0.75 fy. Note: Use “W” section for column member.
Given: f'c= 24 mpa fy= 280 mpa A 420-mm-diameter, non-slender, spiral column is symmetrically reinforced with 10-20mm vertical bars. Solve for the design strength (kN) of this column if subjected to axial load only.
Calculate area of tensile steel for a singly R.C. beam 230 mm x 380 mm size and factored moment 50 kN.m. Use concrete M-20 and steel Fe-500 grade, effective cover 35 mm. (i) Use design aid method. (ii) Use analytical method. (iii) Using equation of p
19 An axially loaded tied column must sustain the following service loads: Total Dead Load = 1,000 kN Live Load = 1,600 kN Required Strength, U = 1.2D + 1.6L Reduction Factor = 0.65 Concrete f’c = 28 MPa Steel fy = 420 MPa Determine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500 mm square using bar diameter = 20 mm. 4 8 16 12
A steel beam having a simple span of 8 m is subjected to a moment M at the left end (Clockwise) and 25% of M at the right end (Counter clockwise). It has no lateral support and has the following properties: bf = 210 mm rt = 53 mmd = 533 mm, Sx = 2.06 x 20^6 mm^3tf = 16 mm Fy = 248 MPa a) Determine the allowable bending stress.