DETERMINE THETHEISMAXIMUM SAFE SERVICE LIVELOAD THAT THE BEAM CANCAN CARRY IFSERVICE DEADL O A DTHE BEAM WEIGHTOF THE BEAM SECTIONfy = 415 MPa. TOP BARSBOTTOM BARS ARECENTER DISTANCE12 KM/M INCLUDINGAND BASED ON THE CAPACITYSHOWN. fc : 40 MPa ANDARE 6-32 mm.ANDARE - 3 - 28 mm. CENTER TO3BETWEEN THEUSE 2015 NSCPIs 108 mm000 0300Gט110835270.A(17.2mBTOP BAR LAYERS↓6.7MCOM

Dead load = 12KN/M Fc’ = 40Mpa Fy = 415Mpa Live load: - It is a load which is not constant with time…

DETERMINE THE MAXIMUM SAFE SERVICE LIVE LOAD THAT THE BEAM CAN CARRY IF THE SERVICE DEAD LOAD 12 KM INCLUDING THE BEAM WEIGHT AND BASED ON THE CAPACITY OF THE BEAM SECTION SHOWN. fc : 40 MPa AND fy: 415 MPa. TOP BARS ARE 6-32 mm. AND ARE 3- 28 MM CENTER TO BARS BOTTOM CENTER DISTANCE Is 108 mm . BETWEEN THE TOP BAR LAYERS USE 2015 NSCP

DETERMINE THE MAXIMUM SAFE SERVICE LIVE LOAD THAT THE BEAM CAN CARRY IF THE SERVICE DEAD LOAD 12 KM INCLUDING THE BEAM WEIGHT AND BASED ON THE CAPACITY OF THE BEAM SECTION SHOWN. fc : 40 MPa AND fy: 415 MPa. TOP BARS ARE 6-32 mm. AND ARE 3- 28 MM CENTER TO BARS BOTTOM CENTER DISTANCE Is 108 mm . BETWEEN THE TOP BAR LAYERS USE 2015 NSCP

Residential Construction Academy: House Wiring (MindTap Course List)

5th Edition

ISBN:9781337402415

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter11: Cable Installation

Section: Chapter Questions

Problem 13RQ

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Solve it early ok i upvote
Help asap! w: 40 lbs/ft , a: 6ft, b: 3.0 ft
I vll upvote.....Asap plz
Need hnelp with question 10 and 11. Please try to do both but if you can't I understand
Steel Design Given: S = 2m L = 10m Superimposed dead load = 5 kPa Live load = 3.6 kPa Properties of Beam BFA section = W 460 x 97 kg/mArea (A) = 12320 mm^2Depth (d) = 465 mmFlange Width (bf) = 193 mmFlange Thickness (tf) = 19mmWeb Thickness (tw) = 11 mm Moment of InertiaIx = 445 x 10^6 mm^4Iy = 23 x 10^6 mm^4Yield Strength, Fy = 248 MPar (radius of gyration of a section compromising the compression flange plus 1/3 of the compression web area of compression flange = 50 mm. Consider bending about the x-axis. 1. The compression flanges are laterally supported only at midspan. With this condition, what is the permissible flexural stress if Cb = 1.0?
Sp.gr Gs = 1.8 D=5ft W=3780lb L=6ft
Please Answer it fast on Sheet of paper. F1=1.5KN ,F2=3.8KN, a=3.6m ,b=2.0m ,c=1.3m. You need to find Forces in member (CH,AH and CD) And whether it's +ve or -ve.
cBwm@ 2 hEe MONTH 3 (page 2 of 3) X < elearning.uowa.edu.iq Be & - .o ¥ Flag question For the beam shown find the deflection at point B ftand D ft if EI=2200kip.ft2 by using the superposition method. 12kip A‘ i o ¢ D Previous page < MONTH2 il andyl B > 0 1
A simply supported rectangular beam of length 6.45m has a width of 390.5mm and an effective depth of610.5mm. The beam is to be reinforced using 12 ?? bars. The beam supports service dead loads ofWd = 13.5kN/m and WL = 35.5kN/m. f'c = 28Mpa and fy=420 MPa Given: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m 1. Calculate the ultimate moment capacity of the beam.2. Calculate the height of the equivalent stress block.3. Determine the number of bars required for this beam.
The distance recorded for abaseline was 430.60 using a 100 m steel tapestandardized at 15C and with a standardpull of 10 kg. At the time the temperaturewas measured to be 20C and the pullexerted was 16 kg. Unit weight of steel is 7.86g/cc and weight of steel is 2.67 kg, E =200000 MPa,  = 70 x 10-6 m/C. 1. What is the correction for temperature?a. 0.0082 c. 0.0090b. 0.00097 d. 0.00035 2. What is the pull correction?a. 0.0082 c. 0.0090b. 0.00097 d. 0.00035 3. What is the true length of the baseline?a. 430.6119 c. 430.6214b. 430.6403 d. 430.6505
need very fastt!
pls ASAP i’ll upvote