The detail drawings of the concrete footings for a building are shown below. The bars to be ordered shall be Ø16mm x 6.00 meters. Estimate the number of bars required for 15 pieces of these footings. COLUMN (REINFORCING BARS NOT SHOWN) 1.00M ΝΟΣΟ G decccde 0.30M 1.00M AR ACCETT ««« Coccoccersco COLUMN (REINFORCING BARS NOT SHOWN). 5-16MM BARS EACH WAY 0.35M ដល់ការប

The detail drawings of the concrete footings for a building are shown below. The bars to be ordered shall be Ø16mm x 6.00 meters. Estimate the number of bars required for 15 pieces of these footings. COLUMN (REINFORCING BARS NOT SHOWN) 1.00M ΝΟΣΟ G decccde 0.30M 1.00M AR ACCETT ««« Coccoccersco COLUMN (REINFORCING BARS NOT SHOWN). 5-16MM BARS EACH WAY 0.35M ដល់ការប

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

What is the total length of extra bars at the midspan as shown below, se0 mm 500 mm 500 mm 1:00mm 0.30 L1+ +030 L2 s2 52 0.50L1- 0.50 -L1=7.50 m- L2 =3.00- -0.50 FIGURE 1. Reinforcement Detail MINIMUM DEVELOPMENT LENGHTS AND LAP LENGTHS MIN. LAP LENGTH en mpres 51 BARS MIN. DE VELOPMENT LENGTH 52 210 diameter in mm. 51 12 375 00 16 210 100 440 O 7.5 NONE OF THE CHOICES O 3.75 O 85
Determine the required qty. rebar for this slab with a clear dimension of 5.6m x 7.8m SHORT SPAN (BAR SPACING IN MM.) LONG SPAN BOTTOM BARS (88) BOTTOM BARS TOP BARS CONT. (TBC) (BB) 300 200 #10 @250 SLAB MARK $17 THICK- BAR Ø NESS (7") 2V6 400x700 160 UNLESS OTHERS SPECIFIED 12 TOP BARS DISCONT. (TBD) 2H12 400x600 $17 (160) 2H14 400x600 2V11_400x650 40 C1 TOP BARS DISCONT. (TBD) (BAR SPACING IN MM.) TOP BARS CONT. (TBC) #10 @175 REMARKS TWO-WAY
Qs. Show the compressive strength of the PET(Polyethylene Tetraphthalate ) filled with soil and used as a brick in compressive test machine ,When fractured load is 90 KN is for bricks and 230 KN is for PET unit, analysis of CTM data as an strength If you do not know the answer please skip allow others, dont post wrong I will downvote for sureNote-This is not a writing assignment
Concrete Hollow Block 200mm H x 400mm L x 150mm thick per piece and Laying 4 layers x 4 meters excludingthe doorway, is reinforced with 10mm diameter steel bars at every 3 layers horizontally and 0.60 meters oncenter spacing for vertical bars.a) What is the total area of the CHB installed or laid? A=? in square metersb) How many blocks are required? N=? pieces Provide Wastage Factor = 3% in pieces of CHBc) How much mortar or grout is required in CHB laying? In cubic meterd) How many bags of cement is needed if Class B 1:3 Mixture is required? WF=3% No. of 40kg bagse) Find the volume required for the fine aggregate if WF sand = 15%, in cubic metersf) How many pieces of 10mm diameter x 6 meters long rebar must be ordered? In piecesg) What will be the total mass of the reinforcing steel bars, in kilogram? In kilograms
Concrete Hollow Block 200mm H x 400mm Lx 150mm thick per piece and Laying 4 layers x 4 meters excluding the doorway, is reinforced with 10mm diameter steel bars at every 3 layers horizontally and 0.60 meters on center spacing for vertical bars. a) What is the total area of the CHB installed or laid? A=? in square meters b) How many blocks are required? N=? pieces Provide Wastage Factor = 3% in pieces of CHB c) How much mortar or grout is required in CHB laying? In cubic meter d) How many bags of cement is needed if Class B 1:3 Mixture is required? WF-3% No. of 40kg bags e) Find the volume required for the fine aggregate if WF sand = 15%, in cubic meters f) How many pieces of 10mm diameter x 6 meters long rebar must be ordered? In pieces g) What will be the total mass of the reinforcing steel bars, in kilogram? In kilograms Metal anchors to be enbedded in mortar DOOR- FRAMES
Internal effortsfeatures on a 750 mm sheet wide (made of ASTM A36 steel) were determined using a software basic structure analysis. The effort characteristic requester from a usage overhead is equal to 1260kN. Calculate the thickness needed for the plate? Adopt fyk = 250 MPa and fuk = 450 MPa.Please help Expert sir
Answer using Bond development length hooks and splicing of reinforcement in RCD NSCP 2015. The answer is A) 1257mm B)Ld=866.614mm I need a complete solutions with step by step..
The accuracy of the spread plate method.
Wall-Wide What is the volume of concrete based on the attached section? • Length of the footing is 31000 • Strip footing is 550 wide by 220 tall Wall is 1300 high x 250 wide All dimensions are in mm Strip Footing - Wide Answer: Wall-High Strip Footing - Tall The answer is to be in the format xx.xx (round to 2 decimal places). Do not enter the units of cu. m.
a staggered bolted connection has bolts arranged asshown. Diameter of blots is 21 mm. Fy = 248 MPa. Calculate the net area (sq. mm) along fracture line passing through bolts 2 and 3 only. Use w= 4.8 mm and t=`6 mm. Write your final answer in whole number.
Calculate this question using method of joints (ignore the dotted line)
(structural analysis) Calculate and draw: FBD, NFD, SFD and BMD.