Foundation 3 m x 4.5 m 4.5 m Load 2025 kN -1.5 m- Determine the -3 m- increasing of vertical stress below point A, B, and C at the depth of 3 Plan m. Section
Q: Determine the disp of point B of the beam. Take I = 500 (106) mmª and E = 200GPA. 10 Ma P =0 12 KN/m...
A:
Q: 8 kN Use the method of joints to determine the force in each member of the truss shown. State whethe...
A:
Q: E7000 kN-m² for the beam..
A:
Q: Using fy = 420 MPa and fc' = 28 MPa, determine the design moment of the beam cross-section shown. 22...
A: Given a inverted T beam Calculate design moment ( sagging)
Q: The ends of the compound shaft are attached to rigid walls. The maximum shear stress is limited to 6...
A: step 1
Q: A 3m deep sand layer has a specific gravity of 2.68 and a void ratio of 0.60. Under this layer is a ...
A: Given: Sand layer Clay layer To find: Settlement of clay layer. Assumption: Soul
Q: Figure P-251 A L= 5 ft L= 3 ft 2 ft 6000 4 ft 4 ft
A:
Q: If the pressure at the bottom of an open tank is 713 kPa, find the unit weight (kN/m) of titanium in...
A: Given: Pressure at bottom open tank =713 kpa. Depth of liquids. Specific gravity of liquids. To fin...
Q: 1. A cylindrical steel tank is manufactured based on the following data: internal pressure: 36 MPa f...
A:
Q: A power house has 5 impulse turbines. Each turbine has two runners. Each runner is installed with 4 ...
A:
Q: (D³ – D² + 4D – 4) y = 0 ; y (0) = 2 ; y' (0) = –3 ; y" (0) = -3. Find y (;).
A:
Q: Calculate the shear stress that will need to be developed in the 1 inch diameter bolts, it the conne...
A:
Q: Compute area of traverse
A:
Q: The bearings of the sides of traverse ABCDE are as in the table below. *.Calculate the interior angl...
A:
Q: How much does the bar, shown in the following figure, elongate? All bars have the circular cross sec...
A:
Q: Neglecting the size of the ball, determine the direction of velocity of the ball as it pass through ...
A: We have to determine the value of direction of velocity of the ball as it pass through the basket an...
Q: Base on the bearing and lengths shown in table 1, calculate the latitude and departures, linear misc...
A:
Q: The wall bracket show below carries a load of P Kip. the allowable tensile in the eye bar is 20 ksi,...
A: According to question :
Q: The figure shows a granular soil in a tank having a downward seepage. The water level in the tank is...
A:
Q: and elevations at the BVC a ummit.
A:
Q: water 8 m d Peonerete 2200kgm3 wwww 6 m wn in the figure is built of concrete having a density of 22...
A: Given -
Q: Determine the maximum compressive bending stresses in the beam shown. Let P = 16 I= 100 x 106 mm P k...
A:
Q: A power house has 5 impulse turbines. Each turbine has two runners. Each runner is installed with 4 ...
A: Given data, Total impulse turbines = 5 Each turbine has 2 runner Each runner is installed with 4 no...
Q: B = 2.39 kN A= 5.96 kN 29 deg 1. Find angle 0 in degree if resultant is 3.59 kN along y-axis. 2. Fin...
A:
Q: Compute the number of bags of cement and sand needed to install the 150 pcs of 10x20x40cm CHB using ...
A: solution: Given: Concrete Hollow Block: Dimensions=10 cm x 20 cm x 40 cm= 800cm3 = Size of the wal...
Q: A beam has a lenght of L = 18 m and is carrying (1) a uniformly distributed load w = 2 kN/m and (2) ...
A:
Q: Determine the velocity and acceleration of a body after 3 sec, if the motion is defined by the relat...
A:
Q: Draw the cross-sectional area of each station. Compute the cross-sectional area of each station. Com...
A: Taken, base road way as 10 m solution:
Q: Calculate the magnitude of the force applied at B needed to keep the gate AB shut. The gate is hinge...
A: Given - the gate is hinged at A , and is 1.3m into the page. To find - Calculate the magnitude of th...
Q: Draw the FBD. Then, determine the reactions at A and B. 650 N 500 N 30° 300 N 1500 N · m 60° B -5 m-...
A:
Q: A reinforced concrete column 8 in. in diameter is designed to carry an axial compressive load of 62....
A:
Q: 4. The composite bar is initially stress-free. Calculate the stress in each material and indicate te...
A:
Q: An activated sludge process plant of 90% efficiency is designed for a city of population 5,00,000 ha...
A:
Q: bins at A, B, and C each have a diameter e allowable load P that may be applied to
A:
Q: Situation 1] A simple curve connects two tangent roads AB and BC with bearings N8X°4Y'E and S6Z°40'E...
A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the exac...
Q: Determine the weight of 10m simply supported 200mm x 500mm rectangular beam whose allowable flexure ...
A:
Q: D concrete mix for use in reinforced cement concrete work from the following data. ) Characteristic ...
A:
Q: 1. Draw shear and bending moment diagrams and the qualitative deflected shape for the beam shown. (a...
A: Draw the FBD and calculate the reactions using equilibrium equations. Then the shear and bending mom...
Q: A 3m deep sand layer has a specific gravity of 2.68 and a void ratio of 0.60. Under this layer is a ...
A:
Q: PDL = 15 kN/m , PLL = 5 kN/m 2 - 16m 4m 5m 3m
A:
Q: How large must the coefficient of static friction be between the tires and the road if the car is to...
A:
Q: Determine the net area of angle-
A:
Q: calculate the vertical stress
A: solution: q = γH =19 × 3 = 57kN/m2 z=3m The embankment is divided into blocks for making use o...
Q: A pipe carrying oil of specific gravity 0.88 changes in size from 150 mm in diameter at section 1 to...
A:
Q: Determine the maximum compressive bending stresses in the beam shown. Let P = 14 Note Answer in whol...
A:
Q: A simply supported beam is carrying a varying load and a uniform load as shown in the figure. If the...
A: Taking x=3.08 m y=6.85 m as length of beam cannot be in mm.
Q: How much concrete do you need to fill 1800 sq.ft. of space?
A: Given DataArea to be filled = 1800 sq.ft.Quantity of concrete = ? Solution: Assume the depth of the ...
Q: SHOW ALL SOLUTIONS - 5m is the length of segment CD a. Nominal Shear in kN carried by the beam under...
A:
Q: 1. Two forces are applied to a structure. F1 has a magnitude of 950 N and its direction makes angles...
A: The given data is shown below: F1=950NF2⇀=10i-50j+50kN
Q: With sketches explain outages and Bath Tub Curve
A: Introduction- The term refers to the cross-sectional form of a bathtub, which has steep sidewalls &a...
Step by step
Solved in 2 steps with 2 images
- O DrahmedsoilMechanicsnoteschapter5.pdf s/DrahmedsoilMechanicsnoteschapter5.pdf A V - 14 A 10-m-thick layer of stiff saturated clay is underlain by a layer of sand. The sand is under artesian pressure. A 5.75-m-deep cut is made in the clay. What would be the maximum permissible depth of cut before heaving would occur. Determine the factor of safety against heaving at point A. Ans.: H =6.88m, FOS = 1.36 P = 1925 kg/m 5.75 m 10 m Saturated clay 6 m Sand Par - 1840 kg/m 2.5 m Soil Mechanics Assistant Prof. Dr. Ahmed Al-Obaidi Civil Eng Dept - College of Eng. (173) 5.15 Refer to Problem 5.14. Water may be introduced into the cut to improve19 - Calculate the value of the bending mouICut geneated at suport A of the given strocture" 120 KN a) 1440 kN.m b) O 600 kN.m C) O 480 KN.m d) 565 kN.m e) 960 kN.m Boş bırakSubject : Geotechnical Engineering Give me right solution according to the question. A 6m vertical cut has been excavated from a dry cohesive loess soil deposit. For the plane shown passing through the vertical cut face, estimate whether or not a shear failure is likely.
- A uniformly distrubuted load applied on a strip fooing constructed in sand. Based on Hansen's equations, for a given factor of safety (FoS = 3) find the required width (B). Water table is far below the base of fooing. 300 kPa m D |kN/m³ |deg kPa 20 35 C В Nq| Ny 33.3 33.9 FoS В ImWhat is horizontal component of 15 kN? a. 7.5 kN b. 8.5 kN c. 9.5 kN d. none of the above What is the vertical component of 15 kN? a. 13 kN b. 12 kN c. 11 kN d. 10 kNQ₁/ Along flexible strip looting of 2.5m width howing a smooth base, is subjected to auriformt distributed load of 80 kn/m²_Determine the vertical stress intensities at adepth of 2m below: 1) center line of the looting 2.5m (1) at side lace of the losting 2m iii) at a point 1.5m. from the side lace t √₂ = ²/² [ 2² +² 옺[a+ 2 + Sin & Cos (2 + 2B)] !!
- QL: Determine the vohume of earthwork to be excavated for the plot shown in fig 1. The formation level is 69.00 m. 1t o i T ne no nn na 15m n o) g g t5m 7 710 e T Figure 1Situation 2] in the two-peg test of a dumpy level, level set up at M (midway between A and B), the rod readings on A and B are 1.155 mand 1.770 m, respectively. With level at P, the rod reading on A is 2.423 mand that on B is 2.999 m. If point P is located 1.67 m from A along the extension of line AB and 76.910 m from B, the following observations are taken: with 1. The correct rod reading on the far rod for a horizontal line of sight (with the level still set up at P) should be? II. The correct rod reading on the near rod for a horizontal line of sight (with the level still set up at P) should be? 111. Describe the angle of incidence of the line of sight.CH W) Qs) For adry soil, y dry. = 16 KN/ m³ , Ws 22% find Ysat , Gsa3e 3
- The bottom OF a river is below the water is surFace. Underneath the bottom the rver OF layer having specific weight OF sand 1BKN/m°. IF the recorded prersure at the tunnel located at the bottom the rand layer is 3or KPa, of how thick is the sand layer?13. A vertical sided rectangular tank ABCD is to be constructed such that sides AB and AD have lengths 60 m and 30 m, respectively. The formation level is to change uniformly from 82 m above datum along AD to 80 m above datum along BC. Readings were taken with a level in the following order: Rod Reading (m) Rod Station BS 1.085 BM near A Elev 87.64 m IFS 2.230 GL at A IFS 2.580 GL at D FS 1.755 GL at E (The intersection of AC and BD) BS 1.595 GL at E IFS 0.995 GL at B FS 1.145 GL at C Estimate the amount of excavation required in the construction of the tank.(GL=ground level)会ll docs.google.com/forms O السؤال الثاني what are the different between * ?vertical and horizontal flow إجابتك Uniform sandstone formation has a grain diameter (0.00415) cm and free zone indicator 0.0247 um. Estimate * ? .effective zoning factor إجابتك إرسال عدم إرسال كلمات المرور عبر نماذج Go ogle مطلقا. تم إنشاء هذا النموذج داخل University. of Basrahالإبلاغ عن إساءة الاستخدام Google zilai