FUND.OF CONSTRUCTION...-MINDTAP(2 TERM)
4th Edition
ISBN: 9781337552851
Author: Pratt
Publisher: CENGAGE L
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Chapter 3, Problem 8RQ
Why should an estimator include headings and side notes throughout a takeoff?
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Please show the complete solution. The answers in this problem must be:
1. 16.25 kN
2. 51.725 kN
3. 45 000 mm²
4. 52.086 kN
5. 165.776 MPa
6. 62. 572 kN
7. 199. 173 MPa
8. 68.579 kN
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Chapter 3 Solutions
FUND.OF CONSTRUCTION...-MINDTAP(2 TERM)
Ch. 3 - What is the objective of a quantity takeoff?Ch. 3 - Why is it recommended that estimators follow a...Ch. 3 - What is the difference between an estimator’s...Ch. 3 - Prob. 4RQCh. 3 - What are the two components that make up a takeoff...Ch. 3 - In what order are dimensions entered onto the...Ch. 3 - Why should a figured dimension be used in...Ch. 3 - Why should an estimator include headings and side...Ch. 3 - The cost of transportation of materials has to be...Ch. 3 - What level of accuracy should the estimator pursue...
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Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Q.2 a. Determine the net area along route ABCDEF for C15x33.9(Ag=10in2) as shown in Fig. Holes are for %- in bolts. b. compute the design strength if A36 is used 0.650 in 14in 3in 0.400 in 9 in C15 x 33.9 3 in 14 in 2 in 0.650 in (b) (c) 141 3+2-040arrow_forwarda. Determine the net area of the W12x16(Ag=4.71in2) shown in Fig. Assuming that the holes are for 1-in bolts. b. compute the design strength if A36 is used W12 x 16 d-12.00 in -0.220 in 3 in HE -by-3.99 in 3 in 3 in DO 2 in 2 inarrow_forwarda. Determine the net area of the W12x16(Ag=4.71in2) shown in Fig. Assuming that the holes are for 1-in bolts. b. compute the design strength if A36 is used W12 x 16 d-12.00 in 4-0.220 in 3 in 3 in BO HO by-3.99 in 3 in 3 in DO E 2 in 2 inarrow_forward
- 止 Q.1 Using the lightest W section shape to design the compression member AB shown in Fig. below, the concentrated service dead load and live load is PD-40kips and PL 150kips respectively. The beams and columns are oriented about the major axis and the columns are braced at each story level for out-of-plan buckling. Assume that the same section is used for columns. Use Fy-50 ksi. 32456 Aarrow_forward02. Design a W shape beam is used to support the loads for plastered floor, shown in Figure. Lateral bracing is supplied only at the ends. Depend LRFD and Steel Fy=50ksi. Note: The solution includes compute C, Check deflection at center of beam as well as shear capacity) B P10.5 P=140 W C Hing Hing 159 A 15.ftarrow_forwardحصنبتؤح٩ص٧٢٧قزرزكض٤arrow_forward
- مستبنؤدضح٧٢٧قنرةظسarrow_forwardHajfiwkkhdarrow_forwardس (١) الشكل المرفق لقطعة أرض مستطيلة بعدها بالاتجاه الأفقي ١٢ متر ماهو مقياس الرسم لهذة الخارطة وماهو البعد بالاتجاه العمودي على الأرض . س (۲) ماهي انواع المساحة من حيث الدقة . س ۳) طريق يحتوي على ثلاث محطات المسافات بينهم متساوية المحطة الأولى A = 233457.8 متر المحطة الثانية 8 = 23.6+278 متر ماهي المحطة الاخيرة ) 12 marrow_forward
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What Is A Construction Takeoff? | Are They Still Necessary In Quantity Surveying?; Author: Metroun Quantity Surveying;https://www.youtube.com/watch?v=uTWoDPtcOjg;License: Standard Youtube License