Design the beam in the figure below using reinforced concrete construction. Use a rectangular cross-section and show the profiles of the reinforcing steel for both moment and shear (Use f'c = 35 MPa and fy= 400 MP): gm 400 kN B 3m नीरा 300KN Firr A + 3m +

Design the flexural reinforcement of the cantilever beam shown below for the given loading and data. The loads shown include the self-weight. f. = 28 MPa ; fy 420 MPa Main Reinforecemnt : 020mm ; Stirrups : Øø10mm P= 70kN -1000mm W= 100 kN/m 150mm 450mm -2.0m 400mm Page 4

A square hollow steel strut if thickness 10mm is pin connected to two connector plates of thickness, 12mm. The connector plates are welded to the base plate of thickness, 12mm. The base plate is fastened to te concrete base by 4-16mm diameter anchor bolts. The diameter of the pin is 16mm. Which of the following most nearly gives the shearing stress in the anchor bolts? Choices 150.00 MPa 59.68 MPa 51.69 MPa 119.37 MPa

SITUATION 1 Determine (approximately) the force in each member of the truss. Assume the diagonals can support either a tensile or a compressíve force and assuming that the díagonals cannot support a compressíve force. A. Use Method 2 7 k 14 k 14 k 7 k Н F E oo 2 k 380 6 ft A D В C 8 ft 8 ft 8 ft B. Use Method 1 50 kN 40 kN 20 kN E D 3 m B 3 m 3 m

1. For the Pratt bridge truss and the loading shown below, determine the average normal stress in member BE, knowing that the cross-sectional area of that member is 60 in². NN K 12-12--12--12--| 50 lips 50 kips 50. ips Figure 1 G xfone

Q2) The members of the truss structure shown below is plain concrete. The compressive strength of the concrete is 25 MPa. Compute the maximum load P that can be carried by the structure. (Cross section of each member of the truss is 200 x 200 mm and don't use material factors and do not consider slenderness) Comment on your results briefly. P A& 2m SC 2 m 1380 2m D

AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 23 kips, w = 2.2 kips/ft, LAB = 6.8 ft, LBc = 6.8 ft, and LcD = 13.6 ft. Determine the magnitude of the maximum bending stress in the beam. A В |C D LAB LBC LCD Answer: Omax i ksi

... Determine the nominal axial compressive strength, Pn for the following cases: a. L= 15 ft b. L = 20 ft Note: Pinned both end support W10 × 33 A992 steel r = 1.94 in E = 29000 ksi Fy = 50ksi L a) Blank 1 b) Blank 2 Blank 1 Add your answer Blank 2 Add your answer

I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m

AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 19 kips, w = 2.0 kips/ft, LAB = 3.4 ft, LBc = 3.4 ft, and LCD 15.6 ft. Determine the magnitude of the maximum bending stress in the beam. = P ksi Answer: Omax i B LAB LBC = C W LCD D X