ELEMENTARY SURVEYING (LOOSELEAF)
15th Edition
ISBN: 9780134604701
Author: GHILANI
Publisher: PEARSON
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Chapter 23, Problem 23.35P
To determine
The minimum number of control points needed to guide machine using a GNSS receiver on a machine-guidance project.
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Students have asked these similar questions
a. 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 in
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
A
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.ft
Chapter 23 Solutions
ELEMENTARY SURVEYING (LOOSELEAF)
Ch. 23 - Prob. 23.1PCh. 23 - Prob. 23.2PCh. 23 - Prob. 23.3PCh. 23 - Prob. 23.4PCh. 23 - Prob. 23.5PCh. 23 - What is a story pole and how is it used in...Ch. 23 - Prob. 23.7PCh. 23 - Prob. 23.8PCh. 23 - Prob. 23.9PCh. 23 - Prob. 23.10P
Ch. 23 - Prob. 23.11PCh. 23 - Prob. 23.12PCh. 23 - Prob. 23.13PCh. 23 - Prob. 23.14PCh. 23 - Prob. 23.15PCh. 23 - Prob. 23.16PCh. 23 - Prob. 23.17PCh. 23 - Prob. 23.18PCh. 23 - Prob. 23.19PCh. 23 - Prob. 23.20PCh. 23 - Prob. 23.21PCh. 23 - Prob. 23.22PCh. 23 - Prob. 23.23PCh. 23 - Prob. 23.24PCh. 23 - Prob. 23.25PCh. 23 - Prob. 23.26PCh. 23 - Prob. 23.27PCh. 23 - Prob. 23.28PCh. 23 - Prob. 23.29PCh. 23 - Prob. 23.30PCh. 23 - Prob. 23.31PCh. 23 - Prob. 23.32PCh. 23 - Prob. 23.33PCh. 23 - Prob. 23.34PCh. 23 - Prob. 23.35PCh. 23 - Prob. 23.36P
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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
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