Note: Concrete clear cover is 75mm. Hook endlength is 125mm.Along XAlong YHREINFORCEMENTDEPTHMARKTYPEmmmmmmSHORTLONGmmF-1100010003008-12mmø 8-12mmø 1200 CENTERF-29009003007-12 mm 7-12mmø 1200 CENTERF-38008003006-12mmø 612mmø1200 CENTERestimate the number of 6m lengthD12mm for 2 sets of F-3.

Answered: Image /qna-images/answer/288b8950-be04-4618-8173-ce967102c3b1.jpg

Note: Concrete clear cover is 75mm. Hook end length is 125mm. Along X Along Y REINFORCEMENT DEPTH MARK TYPE m mm m SHORT LONG mm F-1 1000 1000 300 8-12mm 8-12mmø 1200 CENTER F-2 900 900 300 7-12mmø 7-12mmø 1200 CENTER F-3 800 800 300 6-12mmø 612mm 1200 CENTER estimate the number of 6m length D12mm for 2 sets of F-3.

Note: Concrete clear cover is 75mm. Hook end length is 125mm. Along X Along Y REINFORCEMENT DEPTH MARK TYPE m mm m SHORT LONG mm F-1 1000 1000 300 8-12mm 8-12mmø 1200 CENTER F-2 900 900 300 7-12mmø 7-12mmø 1200 CENTER F-3 800 800 300 6-12mmø 612mm 1200 CENTER estimate the number of 6m length D12mm for 2 sets of F-3.

Residential Construction Academy: House Wiring (MindTap Course List)

5th Edition

ISBN:9781337402415

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter21: Green Wiring Practices

Section: Chapter Questions

Problem 7RQ

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d1 (mm)=16 d2 (mm)=22 P (kN)=55 L (mm)=400
D=76kNE=274kg F= 38.5
I'm looking for: B. Moment-area method
A spiral column carries a deadload of 1070kN and a liveload of 980kN. If fc’ = 27.50MPa, fy = 413.50MPa. Take steel cover to be 40mm.
you left out the distance on Moment B = Fcd sin 20 (1.2m)
THe ans should be: Vmax-total = -0.0104m 0max-total=-0.00577 rad = -331 degree
Solve Subparts b, c and d early I upvote. But only Correctly solution provided.
PROBLEM 03: All data are in feet. The elevation of BM-A is 1364.58 feet. Rod readings are as follows: +S on BM-A, 2.86; IFS on 11+00, 3.7; –S on TP1, 10.56; +S on TP1, 11.02; IFS on 12+00, 8.7; on 12+50, 6.5; on 13+00, 5.7; on 14+00, 6.3; –S on TP2, 9.15; +S on TP2, 4.28; IFS on 14+73, 3.5; on 15+00, 4.2; on 16+00, 6.4; –S on TP3, 8.77; +S on TP3, 4.16; –S on BM-B, 9.08. Prepare a set of profile leveling notes for the data listed and show a customary check in your solution. What is the difference in elevation between BM A and BM-B? Which of the following stations has the highest elevation Which of the following stations has the lowest elevation?
07: Water is flowing through apipe shown in Fig. what is the Difference in datum head (2₂-2₁), if the rate of flow through the pipe is (60 lit/sec). Jp Flookpo Ans: 2₂-2, -25.47m mm Datum line P₁ = 350kpa N 2
Use fc=14.3N/mm^2 ft=1.43N/mm^2 HRB400 fy=360N/mm^2
I vll upvote.....Asap plz
note: SN = 18, topload will be 118kN now