: Design the T-Beam section shown in fig. f'c-24 Mpa, fy=414 Mpa. L.L=24 kN/m D.L=15 kN/m -5m- -2 m- 005 700 mm 250 mm mm
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- in simply supported beam shown in fiy. use: Pey- loe sin 4t Yes-4-) %3D Pet) %3D m = 50 per unit length C = 150 EI=65 l0 IL.in? L/2 L/2For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 850mm bw = 400mm tf = 100mm d = 400mm d' = 100mm fc' = 32MPa fy: 400MPa As = 8-32mm bars The answer is kN/m = 1m A Pu = 20 KN 3Pu Wu 5m 0.50 Pu ff ym 1B3 d bf As + bw-t + 1 tf 1View 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. LCD
- 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 450H.W: draw the I.L for RA, RC, RF, RD, MD, VCL, VG and MG. A 2 m B -2 m C G 0.4 m 1.6 m D 2 m- E 2 m LLA 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. Pa 012 stirrups 66 29 2 29 K-bw fy bw, L W, kN/m? h, mm Wa mm 27 410 180 3.25 4.75 5.6 500
- Given: H 8kips K, ZK. 1- 20° R₁ RIGID Find: R K₂ 777 R₂ 20¹ K₁ = K₁₂ = K₂ = 1 KIP/in , R₂, Rs K3 R3A 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. 012 stirrups 60 29 h 2429 K-bw fy bw, W, kN/m² h, mm Wa mm 20 350 155 1.75 | 8.5 | 1.6 500Ex4:For the beam shown in the fig. blew find the valne of 0) ,using the data f'.= 40Mpa, fy = 414Mpa , L.L- 24, D.L - (self weight) 57.5mm LI-24ENm d=500mm Solurion:
- For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 850mm bw = 400mm tf = 100mm d = 400mm ニ d' = 100mm fc' = 32MPA %3D fy = 400MPA As = 8 - 32mm bars ニ The answer is kN/m Pu = 20 KN %3D bf 3Pu O-50 Pu 七キ Wu 5m As 13 + bw *Determine the elongation of the steel bar shown. B A 1. ds L P-416 KN L-875mm E-200 GPa dA= 250mm d 600mm Answer in trin and in 5 decimal places (e, O.20205mm)W 72 EI УБ A For the cantilever beam and loading shown, determine Part 1 (a) the equation of the elastic curve for portion AB of the beam, Part 2 out of 3 (b) the deflection at B, 10 wa 3x² W -2a- B - 16 ax down C