(3) Check Mu = ? Ми (3) 24 B Bean AB A Beam AB. 301 G 4#8 12" 24' -#4 24" Given fé= 3 ksi Grade 60 steel NWC. COVER = 1.5" #4 stirrups. DL= 70 psf, not including self-weight. LL = 40 psf. (No Live Load 4 # 8. b=12", h=24", Reduction
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- The beam shown in Figure is a two-span beam with a pin (hinge) in the center of the left span,making the beam statically determinate. There is continuous lateral support. The concentratedloads are service live loads. Determine whether a W12 × 79 of A992 steel is adequate.a. Use LRFD.b. Use ASD.Part A The steel bar AD has a redanguar cross section (Fgu 1) itis pin connected at its ends, detemine the maxmum alowatie ntensity of the dnteuted load that can be apoled to BC without.caaing bar ABto buckle Use a factor of safety with respoct to bucklng of 13 E200 GPa, y 360 MPa Express your answer to three significant figures and include the appropriate units + * O ? kN 1.754 Submit Poun Anwrs ReustAnsm X Incorrect Try Agein; atempts remaining Figure C1of1 Neat> Pide feeac 30 mm -20 mm -20 mm Pearson(4) 6' fé = 3000psi fy = 60 steel Mu= 210 NWC. stirrups #4 Please Select the rebars. (Hint: Assume that the distance the between c.g. of the steels to the e.g of the Compression block = 0.9 d or 0,85d 6" . 6⁰ As 18" 18" £3" ft-k
- Determine whether the D = 560 kips L = 68 kips compression member shown is adequate to support the given service loads. Take note Pu = 1.4D. 20' W12 × 79 K = 0.80, r = 3.05 in E = 29000 ksi, Fy = 50 ksi %3D A992 steel Input Yes or No for your final answer. Blank 1 Blank 1 Add your answer8. 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 (-)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.