EBK FUNDAMENTALS OF CONSTRUCTION ESTIMA
4th Edition
ISBN: 8220106748305
Author: Pratt
Publisher: CENGAGE L
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Chapter 3, Problem 18RQ
To determine
To calculate volume for given pyramid dimensions.
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Q3. Design by LRFD maximum size side SMAW fillet welds required to develop the
loads Po= 7. kips and PL-60kips for an L6x4x1/2, using E70XX electrodes steel. The
member is connected on the sides of the 6-in leg and is subject to alternating loads.
Draw the layout of welding.
Note:
1-5/8 in.
1.
All Steel sections are A36
2.
The loads effect through the angle center of gravity.
L6x4x1/2
Angle C.G.
P
Chapter 3 Solutions
EBK FUNDAMENTALS OF CONSTRUCTION ESTIMA
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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- Design the size side SMAW fillet welds required to develop the loads PD= 7. kips and PL=60kips for an L6x4x1/2, using E70XX electrodes steel. The member is to be connected with side welds and a weld at the end of the Q2 angle to a 5/8- inch thickness gusset plate. Balance the fillet welds around the center of gravity of the angle as shown in Figure (2). Use A36 steel. Draw the layout of welding. t=5/8 in. L 6x4x1/2 Angle C.G. P4 Figure -2-arrow_forward1. What is length of a curve if the design speed is 85mph. A grades of a road is 3% and -2% and has stopping sight distance is 820ft. Determine whether S<L or S>Larrow_forward3. A crest vertical curve joins a +3% and -4% grade. Design speed is 75 mph. Length = 2184.0 ft. Station at VPI is 325+ 55.00, elevation at VPI = 260 feet. Find elevations and station for VPC (BVC) and VPT (EVC). 4. On a 0.5-mile highway segment, if the speeds of these 8 vehicles are measured as 55, 45, 40, 50, 60, 65, 70 and 65mph, respectively, what is time mean speed? What is space mean speed. 5. An observer located at point X counted 6 vehicles passing through this point during a period of 45 seconds. What is the hourly flow rate based on the observation? Good Lucky DDA 0 IN INEERI Enginearrow_forward
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- Please provide a handwritten solution to the questionarrow_forward-K408-50/40- -840 cm- -610- K107-50/40- K101-25/50 25 -620 cm- 25 N101 (10140) K103-50/40- K109-50/40--- K102 25/50 25 620 25 N102 10/40 N103 (1040) SORU 1: Yan yana derzle ayrılmış bloklardan oluşan bir okulun bir bloğuna ait +3.20 ve +6.40 m kotları kalıp planı verilmiştir. N101, N102, N103 hacimleri sınıf olarak kullanılacaktır. Malzeme:C30/37-B500C Kaplama: mozaik karo Şantiye denetimi iyi. Dolgu (asmolen): en hafif gazbeton blok Duvar: 1 aksi kirişleri ile K104, K105, K110 ve K112 kirişleri üzerinde 25 cm lik dayanımı düşük gaz beton duvar vardır. a)Döşeme statik ve betonarme hesaplarını yaparak gerekli çizimleri veriniz. b)Tüm kirişlerin yüklerini hesaplayınız. A K105-25/50 B K106 25/50 K111 50/40 12.5 K110-50/40--- K104-50/40 Boşluk K112 25/50 12.5 22arrow_forwardPlease provide a handwritten solution to the questionarrow_forward
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