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MindTap Construction for Pratt's Fundamentals of Construction Estimating, 4th Edition [Instant Access], 2 terms (12 months)
4th Edition
ISBN: 9781337552875
Author: Pratt
Publisher: Cengage Learning US
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Chapter 3, Problem 4RQ
To determine
Themeaning of the term"net in place" quantities from estimators point of view.
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Chapter 3 Solutions
MindTap Construction for Pratt's Fundamentals of Construction Estimating, 4th Edition [Instant Access], 2 terms (12 months)
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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- س (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_forwardPlease solve with drawingarrow_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_forward
- 02. 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_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_forwardName: Q.1 select the lightest W12 shape for column AB that support a service dead and live loads Po-150k and P-200k as shown in Figure. The beams and columns are oriented about the major axis and the columns are braced at top and mid-height using pinned end connections for out of plane buckling. ASTM A992 steel is used. Select the suitable answer below: I U B W18.76 8.00 All dimensions in feet 30.00 8091 B Parrow_forward
- Consider the structure shown in (Figure 1). Suppose that F = 2500 N. Figure 0.2 m 1500 N 0.2 m 30% 0.2 m B -0.2 m-0.2 m- F Part A Determine the resultant couple moment. Express your answer to three significant figures and include the appropriate units. Enter positive value if the moment is counterclockwise and negative value if the moment is clockwise. ΜΑ ? 1 of 1 MR = 2.85 kN⚫m √30° 1500 N AUG 16 Submit Previous Answers Request Answer Incorrect; Try Again; 28 attempts remaining Provide Feedback Next > A W 20 Aaarrow_forwardExample The 30-N force P is applied perpendicular to the portion BC of the bent bar. Determine the moment of P about point B and about point A. Ans: Mb= 48 N.m Ma= 81.941 N.m P = 30 N 1.6 m 45° B 1.6 marrow_forwardQ2. Write the flexibility matrix corresponding to coordinates 1 and 2 for the structures shown. 13 ans: l 4 11 3 [16 51 6EI 126EI 5 2 (a) A -1- 2 (b) A B Constant EI 2arrow_forward
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