Prepare the Bar bending schedule of a simply supported R.C.C. Lintels from the following specification: Size of lintel 300mm wide x 200mm depth. Main bars in tension zone of Fe 250(grade I) 3 bars of 16mm dia., one bar is cranked through 450 at 170 mm from each end 2 No. anchor bars at top 8mm dia. Two legged stirrups@150mm c/c of 6mm dia. throughout. Clear span of the lintel is 1150mm. Bearing on either side is 150mm

Prepare the Bar bending schedule of a simply supported R.C.C. Lintels from the following specification: Size of lintel 300mm wide x 200mm depth. Main bars in tension zone of Fe 250(grade I) 3 bars of 16mm dia., one bar is cranked through 450 at 170 mm from each end 2 No. anchor bars at top 8mm dia. Two legged stirrups@150mm c/c of 6mm dia. throughout. Clear span of the lintel is 1150mm. Bearing on either side is 150mm

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.8.3P

See similar textbooks

Similar questions

Prepare the Bar bending schedule of a simply supported R.C.C. Lintels from the following specification: Size of lintel 300mm widex 200mm depth. Main bars in tension zone of Fe 250(grade I) 3 bars of 16mm dia., one bar is cranked through 45 degree at 170 mm from each end 2 No. anchor bars at top 8mm dia. Two legged stirrups@150mm c/c of 6mm dia. through out. Clear span of the lintel is 1150mm. Bearing on either side is 150mm
Urgent Given the following data for a rectangular beam, b = 320 mm, d = 520 mm, f’c = 27 MPa, fy = 345 MPa.Dead Load Moment = 180 kN-m, Live Load Moment = 167 kN-m. Determine the required tension steelarea. (answer with complete solution) Final answer must be: Mu = 483.2 kN-m, FMnmax = 487.31 kN-m, c = 208.8 mm, As = 3,777 mm2
The cantilever beam is subjected to the load shown Below. Determine 1. the actual stresses acting at point A. (Hint: Tmas TIN EA). 2. IfG =30 GPa find the angle of twist at the free end of beam. 10 KN
The unbraced column length of Round HSS 18 x0.5 in A500 Grade C (Fy = 50 ksi) is 30 ft.Determine the design compressive strength of the column using the equations in Chapter E inPart 16 of the AISC Manual. Confirm your answer using the AISC Manual Table 4-5 (pages 4-84,New AISCM) and (pages 4-84, New AISCM). The column has pin supports at both ends ( i.e Kx= Ky = 1.0) columns. Lx = Ly = 30 ft
Determine if the channel is adequate for the tension load Pu = 420 kN as shown. The channel is ASTM A-36 steel (Fy = 248 MPa, Fu = 400 MPa) and it is connected with four 16 mm diameter bolts. Determine the block shear strength of the section. Ubs = 1.0 Determine the strength based on gross yielding. Determine the strength based on tensile ruptuture.
Design an axially loaded Round spiral column: PD = 500 kN PL= 650 kN f’c= 35 Mpa fy = 420 MPa. Initially assume ρg = 0.03. Use 25 mm diameter main bars. Use 12 mm dia. ties with fyt = 276 Mpa. Concrete cover is 30mm. Provide section drawing.
Design a balcony slab of a residential house exposed to the weather. Observe how the moment diagram ofthe balcony is “scared-cat shape through-and-through”. The cantilevered span is 8 ft long and the servicelive load from residential house. Snow load is S = 30 lbf/ft2 and self-weight of the slab must be dead loadD. Apply Load Combinations 2, 3, and 4 only. Use steel reinforcement no greater than #6 size bars, andno smaller than #3; f’c = 4,000 lbf/in2; fy = 60,000 lbf/in2. Density of the concrete isdc = 100 lbf/ft3.Sketch the design.
A rigid bar is attached to two vertical rods before a load is applied. Compute the vertical movement under P= 50kN *DRAW THE FBD; COMPLETE SOLUTION *USE 3 DEC PLACES
A WT7 x 41 bracket is connected to a W14 x 159 column with 5⁄16inch E70 fillet welds as shown in Figure . What is the maximum factored load Pu that can be supported? What is the maximum service load Pa that can be supported?
Both ends of the beam are guided or slider support not Fixed support. Plz, solve this problem using stiffness Method and show all the step and alsi draw SFD and BMD My last two digits of my reg.no: 95 Structural Analysis-2
The rigid pipe is supported by a pin at A and an A-36 guy wire BD. If the wire has a diameter of 0.25 in., determine the load P if the end C is displaced 0.075 in. downward. (The answer in the book is 570 lb. Please provide solution.)
Given the framing plan with DL = 65 psf and LL = 85 psf: - On the Plan above, label the members with different load conditions. - Draw the loading diagram for the member that spans between grids 1-2 along grid B. (this includes determining the reactions) - Determine the loading on all columns I understand that this may be a loaded question but if you cannot answer all of it, do you mind atleast starting it off for me or writing steps I could take to solve this kind of problem please! I do not understand this at all and need help (: