4/6 Determine the force in each member of the loaded truss. 45° 5m D 6m B 6m 5m 5000 N
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- Please answer asap! UPVOTE WILL BE GIVEN! WRITE THE COMPLETE AND DETAILED SOLUTIONS. This is already answered in Bartleby but the solutions is incorrect. Please don't follow it. Thanks- Calculate the allowable moment strength (kN-m) of an SRRB 28*10 mm wide, 51*10 mm deep with Grade 280, 5-16-mm-dia. tension bars placed with bar centroid 60 mm from the bottom edge. Use f'c = 21 MPa. Write your answer with 2 decimal places only.Given W 16x36 section as shown below (Fy = 50 ksi, Fu = 65ksi). The holes are 3/4 inch in diameter. The connection is bottled at the web only. Assume x= 0.76 inch. 1. The gross and net areas Ag and An.Help, FEM: Given a differential eqn : D2 +3xD-6y =0. Find y(0.2) by Galeskin method.
- Please answe by moment area methodHand written plz otherwise skip...i'll multiple upvoteKindly solve fully use the virtual work method to determine the deflection of each of the joints indicated. E = 29,000 ksi for all members unless otherwise indicated. The cross section of each member is given as in2 unless noted otherwise. Solution given here is incomplete : https://www.bartleby.com/questions-and-answers/find-aby-and-acx.-bar-areas-top-and-bottom-chords-2.5-bd-5.-ans-aby-0.185-in.-acx-0.370-in.-40-k-b-d/d8fd36d5-17fd-4ee2-8168-5400a17e4758
- how do you standardize the positions of the viscometer bulds19) what is the block shear rupture capacity of beam flange of the flange connection in kips? (2 decimal places)A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksiPROB 1
- Draw a shear diagram Cx = 0 Cy=30 Mc = -210 V {0<=x<8} = 0 V { 8< x <=14} = -5 (x-8)The riveted lap connection shown consists of two(2) – PL 12 mm × 280 mm. 1. If diameter of hole equals diameter of rivet, what is the net area of edge-1-3-4-edge in square millimeters? a. 2685.5 b. 2752.5 c. 2792.4 d. 2632.96 2. If diameter of hole equals diameter of rivet, what is the net area of edge-1-2-3-4-edge in square millimeters? a. 5325 b. 4685 c. 2890 d. 3080 3. What is the limiting value of the net area for this steel element with hole (square mm) a. 2880 b. 2646 c. 2856 d. 2080 4. If allowable rupture stress in holes is Fu/2 where Fu is the ultimate strength of the plate and which is equal to 400 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 534.5 kN b. 560.5 kN c. 546.5 kN d. 550.5 kNDo not copy this . I need detail calculations https://www.bartleby.com/questions-and-answers/draw-the-influence-lines-for-a-the-moment-at-c-b-the-vertical-reaction-at-a-and-c-the-vertical-react/a8e7e48d-bbb2-4d08-9fe5-1c2446484353