Homework H3 Complete estimate of concroto Trade 4' Mat Foundation (from the same structural drawing), with #9 epoxy robar @ 8" OC at bottom EW and #7 rebar @ 12 OC at top EW. Building size 165'-0" x 101'-4"
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complete estimate of Concrete Trade by using information provided.
ignore the 4' matt foundation.
Need private and public estimate
need help please!!
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- The total length of exterior walls of a residential building is 650 lf. The 8-foot long 2x4 studs are spaced 16 in. OC or less. The drawing of the building shows there are 20 corners requiring three studs. Studs are installed on single 2x4 bottom sill plates and capped by double 2x4 top plates for the entire length of the walls. Both bottom and top plates are 16-ftlong each. Prepare a list of materials for the wall studs, corner studs, sill plates, and top plates. For each of the materials, show the nominal dimension, number of pieces of each length, the length ofa lumber, and the total linear feet. Estimate the total direct cost and cost per linear foot of wall for furnishing and installing the studs and plates. Assume $0.75/bf for lumber, $30.00/hour carpenters, and $24.00/hr for laborers. Use the average value in Table 12.10 for the labor-hoursKindly give me both right answesSubmit your question to our 24/7 subject matter experts with Masters and PhDs and get a solution in as fast as 30 minutes* Provide clear and step by step solution Using LRFD, PL400x350 mm base plate, W12x120 column, 500x500 mm pedestal, PDL = 1200 kN and PLL = 800 kN. Use A-50 steel and concrete fc’ = 30 MPa. Determine the required base plate thickness.
- 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 85How Vertical point load applied within the medium ?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