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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 6, Problem 4RQ
To determine
The standard brick size adopted by the Common Brick Manufacturers Association.
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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
8.00
All dimensions in feet
30.00
W18.76
8091
B
P
2) Determine volume of bioreactor SP 2nd order kinetics.
V= ks2
Yields
The question is in Turkish
You need to explain the process in detail
Chapter 6 Solutions
MindTap Construction for Pratt's Fundamentals of Construction Estimating, 4th Edition [Instant Access], 2 terms (12 months)
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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. Parrow_forwardDesign 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_forward
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- 1. Reaction at A 2. Shear at C 3. Bending at H :Draw the influence lines for the following functions ( (M) (M) 4. Bending at E 5. Shear at K A B H C D E K F 2 2 3 1 2 2 1.5 1.5arrow_forwardPlease 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_forward
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