Find CD, EF, AF, AB 15 ft E F B CO с 15 kips H OD +12 ft 12 ft-- 12 ft-12 ft-12 ft- I'll edit this later 2 in compression, 2 in tension, 3 are 36 kips, 1 is 45 kips
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- ... 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 %3D Input Yes or No for your final answer. Note: Ag = 23.2 in^2 Blank 1 Blank 1 Add your answerW3D 25 Y= 155 %31 1oow= 2500 KN 27=310mm X= 475 Z= 60 %3D 102=600mmH.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 LL
- 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 MpaI the Design the reinforcements of the given T beam below. bf=900mm bw=420mm tf=120mm d=550mm d'=80mm fc'=34MPA fy=415MPA USE NSCP 2015 mm2 A.Mu = 1400KN-m, As = mm2 B.Mu = 1700kN-m, As = mm2, As' = CS Scanned with CamScannerPlz do not use gpt if u use chatgpt i will downvote you again don't use chatgpt
- 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 answerE CH2- Resultant paf - Adobe Acrobat Pro Estended Fle Edit View Document Comments Forms Tools Advanced Windew Help 2/87 If the resultant of the two forces and couple M passes through point O, determine M. 150 mm 60° mm 30 M, = M-400x 0.15cos30-320x0.3 0 M = 148 Nm CCW 320 N 160 400 N mm Example : Replace the three forces acting on the bent beam by a single equivalent force R. Specify the distance x from the point O in which the line of action of R passes. 200 N 160 N ahid hamoodi •..Write your answer (3 decimal places) on the text box provided in each number and use three (3) decimal places in all the computations. The compression member, 8 m long. loaded with service loads has braced in the weak direction as shown in the figure. A992 steel (EF 350 MPa and F.= 450 MPa) is used. Local stability is not a requirement. Use ASD.\ POL= PLL-160OKN 800 KN 4.30m W-shape 3.70m POL 800 KN PLL=1600KN 1. If a W16 x 77 is used, what is the value of the slenderness ratio to be used in this compression member?0 2. Compute the allowable compressive strength of a W 16 x 77 if used for this column in KN.O 3. Select the lightest W shape for the compression member.0 4. What is the value of the slenderness ratio used for the lightest W shape?0
- (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-kC Clego etto Ports Pleese see an aac 105. A member ABCD is subjected to a force system as shown in the figure B C 45+ 365 450 130 The resistive force in the part BC is (a) 365 (compressive) (b) 450 (tensile) (c) 85 (compressive) (d) 320 (compressive)أ.د. رمضان المبروك A PL170mm x 10mm tension member is welded to a gusset plate as shown in Figure below. The steel is A36. Assume that Ae = Ag and compute the following. %3D fy = 250 MPa & f, = 400 MPa %3D %3D PL 170mmx10mm a. The design strength for LRFD. . The allowable strength for ASD. roblem (4):