Select a W-shape for the following conditions:
Q: Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject…
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Q: Q3. The W250 × 45 A-36 steel column is pinned at its top and fixed at its base. Also, the column is…
A: Given:- The steel column used = W250×45 The column is pinned at its top and fixed at its base The…
Q: P B 1/2 1/2 max No.4 Use Illustration of problem no. 3. Determine the maximum deflection Smax using…
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Q: Problem 2: A 35 ft axially loaded W12×65 column has the bracing and end support conditions shown in…
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Q: Problem No. 2 Use Area Moment Method For the beam shown below determine the value of a so that the…
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Q: A W30 x 116 beams has the top flange restrained against lateral displacement and rotation and has an…
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Q: A column 3 m long and pinned at both ends is carries an axial load of 190 kN. The column is made up…
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Q: to service live Iocdi20kig
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Q: If the columns sustains a service axial dead load of 1 490 KN Calculate the safe service axial live…
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Q: A W530x92 supports a uniformly distributed load of 12 kN/m (including the weight of the beam) and…
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Q: Compute the safe uniformly distributed dead load that will be added to the weight of the beam. The…
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Q: 2. A reinforced-concrete rectangular beam has a width of 300mm and effective depth of 400mm. Design…
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Q: The simply supported beam consists of a W21x 44 str support at Dcan provideresistance either up or…
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Q: Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject…
A: A W12x35 is given We need to find out Design flexural strength
Q: Select the lightest suitable W-shape of A588 grade 50 steel using ASD Prob 5 The interior column of…
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Q: Calculate the maximum. uniform service live load (in kN/m) that can be applied to the beam before…
A: Area of section = b x h = 0.329 x 0.539 Let service load be ws.
Q: for the given beam, find the required area of steel both in compression and tension to ensure the…
A: Given data- Fck=28MPa Fy=415mpa MDL=245knm Mll=200knm cc=65mm We assume the dimension of beam…
Q: fc' fy Mpa Mpa 20.1 335 1. A 6-m simply supported singly reinforced concrete beam is 400mm wide and…
A: As per bartleby guidelines experts are allowed to solve only first question. Please post remaining…
Q: A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 8 m long,…
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Q: Q/A 50-mm diameter bar is usued simply supported beam 3m long Determine Logest distributed load be…
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Q: the supports is 510 cm. Use the recommende sed is W250X28.4. Use Fy= 276 MPa. 2 L
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Q: 5. An unsymmetrical built-up W-section with Fy = 248 MPa is loaded as shown in the Figure below.…
A: A section will be an unsymmetrical section when the section is cut around an axis such that one…
Q: A steel column carries an axial load of 800 KN, a moment of 70 KN-m at the top and moment 49 KN-m at…
A: Given, E=2×105 MPaA= 13000 mm2L=3.6 mK=1Fy= 248 MParx=109 mmry= 94 mmSx= 1200×103 mm3Axial Load=800…
Q: Q2 A simply supported beam of cross section 280X 560 overall depth. It spans over a length of 8.5 m.…
A: compression : The application of balanced inward forces to different places on a material or…
Q: A rectangular beam simply supported over span 4m has b=280 mm, d= 500 mm, As = 3025, Use fc' = 25…
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Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…
A: I've rejected this question so many times but this question is quite repeating everytime.
Q: Evaluate the braced frame system shown for the lateral drift an set it for an acceptable limit of…
A: given data-A-36 steel is used, E- 29,000 allowable tensile strength = 21,5 ksi.
Q: 1. Effective width of the flange for the interior beam 2. Ultimate maximum allowable moment 3.…
A: Solution:- Effective width of flange, bf=lo6+bw+6df =30006+250+6×90 =1290 mm =1.29 m Limiting…
Q: Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject…
A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…
Q: ic fy Mpa Mpa 20.1 283 1. A 6-m simply supported singly reinforced concrete beam is 400mm wide and…
A: Answer we are given f'c = 20.1 Mpa fy = 283 Mpa Beam span = 6 m b = 400 mm d = 500 mm As = 8*510 mm2…
Q: Determine the design flexural strength in ft kips of a W10X26 of A242 (Fy = 50ksi) steel subject to…
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Q: Q1 // For cantilever beam shown in Fig. below if service live load = 72 kN/m, service dead load = 30…
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Q: Item 2 of 2 For the loaded beam shown, using moment - area method. a. Determine the value of EI8 at…
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Q: Problem 1. A W30 x 116 beam has the top flange restrained against lateral displacement and rotation…
A: Given Data: The length of the beam is, l=12 m The yield strength of the beam is, Fy=248 MPa To…
Q: Compute the permissible axial load on the column section shown in Fig. 11-8. 4 m, (b) 6 m. modulus…
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Q: PROBLEM: Design the beam to resist the loads shown. Take fc = 9 MPa, fs = 124 MPa, n = 11, bar…
A: We have to design the beam according to the given data like Take fc=9 MPa, fs= 124 MPa, n = 11, bar…
Q: Determine the theoretical steel areas required for compression (A's) of a rectangular…
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Q: 1- For a simply supported beam with span 6.0 m , determine the area of steel required to reinforced…
A: Following is the given information: Width of the cross section = 350 mm Depth of the cross section =…
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: A beam has a width of 300 mm and has an effective depth of 400 mm and has a modular ratio of 9. It…
A: Step: 1 Working stress design (WSD): - In this method of design structure will design for…
Q: A W530x92 supports a uniformly distributed load of 12 kN/m (including the weight of the beam) and…
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Q: 2. Design the cantilever beam shown. Assume Grade 60 steel and f= 4500 psi. Live load, PL = 12 kips…
A: Solution Given Data Grade 60 steel f'c=4500 psi Live load PL= 12 kips Dead Load wD= 1 kip/ft+Weight…
Q: Design the beam f. = 25 Mpa, fy, = 414 Mpa , (d=1.5b),(use Ø25 mm bars W=10 kN/m (include self…
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Q: (Past Board Exam Problem) A beam is simply supported on a span of 5meters and carries the following…
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Q: Determine the design moment capacity of the beam with given properties below. bf = 650mm bw = 350mm…
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Q: Problem Design a singly reinforced beam (SRB) using WSD and given the following data: fc' = 25 M fy…
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Q: A 7.5m simply supported beam carrying a uniformly distributed dead and liveload of 8 kN/m and 2.2…
A: Given : 7.5 m simply supportes beam W18 X 50, A50 grade steel Longer unbraced length is 5.5 m Dead…
Q: 1. Design a reinforced concrete beam to carry a service dead load of wdl kN/m (including its own…
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Q: Determine the maximum safe service live load that the beam can carry if the service dead load is…
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Q: Compute the maximum service axial compression load permitted on the built-up cross-section of the…
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Select a W-shape for the following conditions:
Beam spacing 5 12 ft
Span length 5 25 ft
Slab and deck combination weight 5 43 psf
Partition load 5 20 psf
Ceiling weight 5 5 psf
Flooring weight 5 2 psf
Live load 5 160 psf
Fy 5 50 ksi
The maximum live load deflection cannot exceed Ly360.
a. Use LRFD.
b. Use ASD.
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- A beam must be designed to the following specifications: Span length = 35 ft Beam spacing = 10 ft 2-in. deck with 3 in. of lightweight concrete fill (wc=115 pcf) for a total depth of t=5 in. Total weight of deck and slab = 51 psf Construction load = 20 psf Partition load = 20 psf Miscellaneous dead load = 10 psf Live load = 80 psf Fy=50 ksi, fc=4 ksi Assume continuous lateral support and use LRFD. a. Design a noncomposite beam. Compute the total deflection (there is no limit to be checked). b. Design a composite beam and specify the size and number of stud anchors required. Assume one stud at each beam location. Compute the maximum total deflection as follows: 1. Use the transformed section. 2. Use the lower-bound moment of inertia.View Policies Current Attempt in Progress The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E-200 GPa; 1-370 x 10 mm4]. For the loading shown, determine the beam deflection vc at point C. Assume P-62 kN, w - 28 kN/m, LAB - LBC -2.9 m. LCD - 1.9 m. P W TV D C LBC Answer: VCF LAB B mm. LCD8. H / The beam shown below has across seclion of channel Shape with width 360mm.and haghs h= loomm, the web thickness ist= 14mm.Deler- Mine ihe Max imum tensile aud Compressive stressin the beam due to unifom Load? 360Mm 3.6KN/M 14m tiom Please Sir 5T CASIC f-991ES PL DATURAL u CALC (-)
- SLA cantilever beam shown in Fig, with rectangular section shown. Its carry uniform load wand concentrated load Pa 12 KN, F-0.5. a- Calculate the instantaneous and 6- years long-term deflections at free end b - Check the deflections with ACI-Code limitations. 12 stirrups 60 29 L 2 29 K-bw Wa w, kN/m? h, mm mm 21 350 210 1.75 6.25 4.4 450PROBLEM 2 How much service live load, in kN/m, can be supported? The member weight is the only dead load. The axial compressive load consists of a service dead load of 45 kN 6.2m and a service live load of 90 kN. Do not consider moment amplification. Use NSCP 2015. W460x144 а. LRFD. b. ASD. d bf Sy wt A tw Sx rx ly ry Zx Zy J Cw SECTION kN/m mm? mm mm mm*| mm3 mm* | mm3 mm3 mm3 mm4 mm mm mm mm mm W460x144 1.41 18400 472 13.6 283 22.2 726 3080 199 83.6 591 67.4 3450 906 2440 4230130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A 4.8 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is a single overhanging beam. Beam AB supports a 500-lb/ft uni- formly distributed floor load on the beam overhang only. Overneia 4 Fr Stee ream (reactions) R. Free-body diagram (negligible weight) Loading condition
- A simply supported beam is subjected to a uniform service dead load of 15kN/m(including the weight of the beam), a uniform service live load of 30kN/m. the beam is 12 meters long and is laterally supported at the midspan, and A572 Gr.50 steel is used. Is W30x108 adequate? Assume Cb=1 by 4 d fore k h h Z S Ly 267 TH mm 19.3 757 13.8 min m 35.8 685.4 54.6 737.7 5670 x10^3 4900 x103 mm 60.8 x10 6 mm 2080 x10 3 8300 x10^9 mm wwwReinforced concrete for third stage of Civil Engineering. Lecturer. Mohammed Abdul-Jabbar Hassan. EX3: For the beam shown in the figure below. Find maximum allowable live load(P)that the beam can carry(in addition to its own weight)causing un cracking of the beam, As=4000mm2. Effective cover =75mm Use fc' = 25 Mpa, fy = 400Mpa. P h. Soot7s d%3D 500mm Kam 3m- 200mm LTHow much service live load, in kN/m, can be supported? The member weight is the only dead load. The axial compressive load consists of a service dead load of 45 kN and a service live load of 90 kN. Do not consider moment amplification. Use NSCP 2015. a. b. LRFD. ASD. wt A kN/m mm² W460x144 1.41 18400 472 13.6 283 SECTION tw bf tf Ix Sx mm mm mm mm³ 22.2 726 3080 mm mm mm 199 6.2m W460x144 Sy Ty Zx ly mm mm³ mm 83.6 591 Zy J Cw mmº mm³ mm³ 67.4 3450 906 2440 4230 mmª
- Compute the compressive strength of a WT 12x81 of A992 steel. The effective length with respect to the x-axis is 25 feet 7inches, the effective length with respect to the y axis is 20feet, and the effective length with respect to the z-axis is 20 feet WT12X81 A 23.9 t₁ 1.22 ly 221 d 12.5 K des 1.72 J 9.22 b₁ 13.0 y 2.70 Cw 43.8 tw 0.705 Ix 2931) Column AB is made of solid 410, cold worked Steel with the following specification Sy=85 KSI, E-29000 KSI Length: 9.5 in. Diameter: 425 in. Ends: Free & Fixed For the above column calculate: a) Type of column failure (show proof) b) The critical load that would cause failure. c) Allowable force with Factor of Safety of 2.5. Answer Unit Value a 13 14 142. A steel column 10 m long is fabricated from W section and a cover plate. Determine the safe axial load that the column can carry. Fy = 345 MPa, E = 200 GPa. Use AISC/NSCP Specs. 310 mm cover plate AY I 6 mm y2 y d1 10 m d2 W 310 x 107 a) Both ends of column are fixed b) Both ends of column are hinged c) One end fixed, the other end hinged Use design values of k. W 310 x 107 A = 13600 mm? d = 311 mm Ix = 248x10° mm* ly = 81.2x10° mm“ d.