Elementary Surveying (14th Edition)
14th Edition
ISBN: 9780133758887
Author: Charles D. Ghilani, Paul R. Wolf
Publisher: PEARSON
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Chapter 1, Problem 1.10P
To determine
The steps a land surveyor would need to do when performing a boundary
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1: Determine the load capacity of the one-way uniformly loaded (5 kN/m²)
simply supported slab shown in Fig.
2 m
2 m
1.5 m
E
E
1: Determine the load capacity of the one-way uniformly loaded (5 kN/m²)
simply supported slab shown in Fig.
Solution:
2 m
2 m
هنا الاسناد بسيط، لذلك سيتشكل خط خضوع واحد
بالمنتصف ( البلاطة متناظرة)
=
We [5.0x (2x1.5) 0 = 8/2
:. W;= [m × 8/2 × 1.5] <2
= [1.5m 6]
:: We = Wi
15 6 = 1.5 m 6
m = 10 kN.m
8/2]
-8=1.0
1.5 m
E
E
L
8/2
δ
28
0 =
L/2
L
A closed tank contains compressed air and oil ( 0.90)OilS = as is shown. A U-tube manometerusing mercury ( 13.6)HgS = is connected to the tank as shown. The column heights are1 2 340 , 8 , 15h cm h cm h cm= = = . Determine the pressure reading (in KPa ) of the gage.(Answer: 15.8AirP KPa= )
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Elementary Surveying (14th Edition)
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- 2–6. The square deforms into the position shown by the dashed lines. Determine the shear strain at each of its corners, A, B, C, and D, relative to the x, y axes. Side D′B′ remains horizontal.arrow_forwardThe force P applied at joint D of the square frame causes the frame to sway and form the dashed rhombus. Determine the average normal strain developed in wire AC. Assume the three rods are rigid.arrow_forward4. Draw a free body diagram of the loading and forces. Solve for the reaction A at the wall support. Check your answer using the summation of forces. 10k A w=2 k/ft 40ft 10ft 5karrow_forward
- 4. Draw a free body diagram of the loading and forces. Solve for the reaction A at the wall support. Check your answer using the summation of forces. 10k A w=2 k/ft 40ft 10ft 5karrow_forwardA reinforced concrete beam with b=300mm, h=670mm,and d=600 mm, having a span of 7.3 m, can be considered as a fully fixed at the left support and simply supported at the right end. It is reinforced for positive bending with 8-16 and for negative bending with 4816 plus 418. Calculate the collapse load using the plastic hinge method. (20%)arrow_forwardA reinforced concrete beam with b=300mm, h=670mm,and d=600 mm, having a span of 7.3 m, can be considered as a fully fixed at the left support and simply supported at the right end. It is reinforced for positive bending with 8-16 and for negative bending with 4816 plus 418. Calculate the collapse load using the plastic hinge method.arrow_forward
- Calculate the collapse load (P) for the two fixed ended beam shown below. Use equilibrium method P 2 m 4 m L=6 marrow_forwardPlease use virtual work/ force method as I am struggling with that particular concept.arrow_forwardThe anchor from Part A can also fail in shear in the circular head, as shown (Figure 3). What is the minimum thickness tt required for the head to support the allowed load PallowPallow = 15 kNkN if the material fails in shear at τfailτfail = 30 MPaMPa ? Use a factor of safety F.S.F.S. = 2.2.arrow_forward
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