Fine sand Clay Coarse sand 3m 7.4m 2m
Q: please sketch what is asking for in the picture
A:
Q: Calculate the reaction asap. With help of free body diagram
A: Step 1: First consider the distributed loading into to parts, uniform distributed loading and linear…
Q: A y 11 ft- B - 8 ft C X
A:
Q: 3. Derive equations of motion for the two mass system. Mass m₁ sits on a circular track and rides on…
A: Step 1: Step 2:For any query feel free to drop comments. Step 3: Step 4:
Q: Situation 2. A W14x90 of A992 steel is used as a pin-connected column. The 30ft long column is…
A: The cutback width appears to be half of an unknown value, but the full value is not labelled in the…
Q: 6-50 The beam is subjected to a moment of M = 40 kN. m. Determine the bending stress acting at…
A: ANSWER :
Q: For the house layout below, if the height of the basement ceiling is 8 feet, and the stairway design…
A:
Q: what must be the (a)x and (b)y coordinates of particle 3.
A:
Q: A beam 4 meters long and perfectly restrained at the ends carries a uniformly distributed load over…
A:
Q: HREE Resultants of Coplanar F Section 3.3 Moment of a F 5.29 The four forces shown have paral AB is…
A:
Q: Q3: Write C++ program to generate n times of x and produce the following output report. X 1 2 . n (x…
A: Sure, here is a C++ program that generates n times of x and produces the specified output…
Q: Massive thanks for answering in advance
A: The objective of the question is to calculate the location of the centroid, the second moments and…
Q: 4.17. Determine the components of stress from the results obtained in Prob. 4.15. 4.15. Determine…
A:
Q: please help with hydrology problem. make sure it is correct, will thumbs up if correct.
A: Approach to solving the question: through determining whether the flow in the triangular channel is…
Q: D) Design the circular sedimentation with the same SOR of rectangular sedimentation tank with…
A:
Q: Find the armor size for preliminary design using the Hudson formula, for a rubble mound detached…
A: The required armor stone weight per unit length for preliminary design using the Hudson formula is…
Q: do problem 1.2 Please sket what is asking for
A: Step 1: Given data. Step 2: For weak axis determination. Step 3: Determination of slenderness…
Q: You are requested to perform the following calculations by hand. Determine the shear and moment…
A: Step 1: Given data.Step 2: Determination for reactions at support.Step 3: Calculation for Shear…
Q: It is proposed to drive a cantilever sheet pile to a depth of h + d into dry granular soil to…
A: To plot d/h against the friction angle, we need to use soil mechanics principles to calculate the…
Q: Refrigerant-134a is throttled from the saturated liquid state at 850 kPa to a pressure of 200 kPa.…
A:
Q: Clean handwriting follow template
A:
Q: A truss is subjected to loading as shown. Determine the reactions at the supports and all the…
A:
Q: Determine the ultimate bearing capacity of a 1.3 m wide strip footing foundedat a depth of 1m below…
A: The objective of the question is to calculate the ultimate bearing capacity of a strip footing. The…
Q: A golden-colored cube is handed to you. The person wants you to buy it for $100, saying that is a…
A: 1. Density is the amount of mass per unit volume.ρ=vm=(3cm)340g≈1.48g/cm3The density of the…
Q: *6-124 The member has a brass core bonded to a steel cas- ing. If a couple moment of 8 kN m is…
A: Step 1: Step 2: Step 3: Step 4:
Q: An existing six-lane divided multilane highway with a field-measure free-flow speed of 45mph serves…
A: The objective of the question is to determine the level of service (LOS) for a segment of a six-lane…
Q: a v-shaped channel, build of unplanned timber 0.080 m/ with a velocity of 2.5 m/s. each of the sides…
A:
Q: Determine the peak flow of return period 5 years at the outlet D. The IDF equation for the area is:…
A:
Q: . A steel rectangular block, a = 2.4cm wide and b =1.2 cm deep, is subjected to an axial tensile…
A:
Q: A brick lined trapezoidal canal has side slopes of 1.5 horizontal to 1 vertical. It is required to…
A:
Q: A 12 inch diameter well was installed in an unconfined aquifer consisting of a 60 foot thick layer…
A:
Q: A room 3 m X 6 m X 10 m has walls of average absorptivity 0.05. The floor is covered with a rug (a…
A: 3 m X 6 m X 10 m roomAverage absorptivity is 0.05
Q: A long segment of suburban freeway is to be designed on level terrain. The level segment, however,…
A: The objective of the question is to determine the number of lanes required on different segments of…
Q: Please answer the question in the picture, and make sure you do the right work.
A: See explanation below. Explanation:Step 1: Step 2: Step 3: Step 4:
Q: Q1: Determine the force in each member of the truss in terms of the load P, and indicate whether the…
A: Maximum tension force = 75 KN Maximum compression force = 65 KN a. Determine the force in each…
Q: The foundation beam is subjected to the two concentrated loads. Assuming that the foundation exerts…
A: Step 1:Step 2:
Q: Force Systems 3.23 and 3.24 Determine the resultant force for each of the co- planar concurrent…
A: All parts are solved below.Explanation:
Q: The column shown below is subjected to the factored axial force and bending moments about its weak…
A: Step 1:Step 2:Step 3:Step 4:
Q: You are requested to perform the following calculations by hand. Determine the shear and moment…
A:
Q: The skewed truss carries a load P = 790 as shown below. Determine the forces actin on all members…
A:
Q: 35' Carpentry Bonus Point Problem: 3. For the house layout below, if the height of the basement…
A: No. of risers = 14No. of threads = 15Explanation:Step 1: List the height of the floor which is 8 ft,…
Q: Accurate solution?
A: Step 1:Step 2:Step 3: Step 4:
Q: Determine the reduced nominal moment capacity (φ Mn) of a 10-inch wide by 16- inch deep reinforced…
A: To determine the reduced nominal moment capacity (φMn) of the reinforced concrete beam, we need to…
Q: Example A field survey illustrate that there are soil contamination at site A. A city is located at…
A: To assess the migration of contaminants from site A to the city located downstream, several surveys…
Q: Compute the ratio ML/Myp for a W200 × 52 beam. 2. Compute the ratio ML/Myp for a W8 × 40 beam.
A: Note : Since you have asked multiple questions, we will solve the first question for you. If you…
Q: answer simple thanks
A: The objective of the question is to find the rate of water discharge through a rubber cotton lined…
Q: GIVEN ThaT AB=1,500lb, FIND THE Below in The SYSTEM. FIND: W, BC, BE and CD D15 B 2 5 ΣΚ 2 4 E اليا
A: Determine the force in member BC, CD, BE and W.
Q: Suppose we have a uniform beam that is 3.40metres long has a flexural rigidity of 31915N Find the…
A:
Q: A pole of length 2 m and mass 40 kg is free to rotate around a point O. OA = 0.5 m alfa = 25\deg…
A:
Q: H.W-4. A ball is thrown from A. If it is required to clear the wall at B, determine the minimum…
A: Approach to solving the question: Detailed explanation: Examples: Key references:
The soil profile at a site for a proposed office building consists of a layer of fine sand 10.4 m thick
above a layer of soft, normally consolidated clay 2 m thick. Below the soft clay is a deposit of coarse
sand. The groundwater table was observed at 3 m below ground level. Above the groundwater table,
saturation is 50%. The void ratio of the fine sand is 0.76 and the water content of the clay is 43%.
The building will impose a vertical stress increase of 140 kPa at the middle of the clay layer.
Estimate the primary consolidation settlement of the clay, Cc = 0.3, and Gs = 2.7.
Step by step
Solved in 2 steps
- H.W. 4 Given: Velocity = 50m/s discharge= 5 m/s O = 180° Vehicle %3D %3D フプフ neglect frictions Find the frce requised ?The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) AB 75°14'47" 519.674 BC 455.265 CD DE EA Interior Angles A = 12°25'31" B 48°19'25" 433.426 C = 126°37'24" 425.558 D = 46°03'36" 109.434 E = 306° 34'19" Part A Compute the preliminary azimuths. O AZAB = 57°14'47". Azpc = 303°34′09", AzcD=250°11'30". AZDE=116°15'03". AZEA = 242° 49'19" O AZAB = 75°00'47", AZ BC = 303°00'09", AzcD = 250°00'30", AZDE = 116°00'03", AZEA = 242°00'19" O AZAB = 75°14'47". AzBc = 313° 34'09", AzcD = 25°11'30", AZDE = 116°10'00", AZEA = 224° 49'19" O AZAB = 75°14'47". AzBC = 303°34'09", AzcD = 250°11'30". AZDE = 116°15'03". AZEA = 242° 49'19" Part B Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA= Part C vec IVE ΑΣΦΠ ← A Compute the unadjusted latitudes. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA= ΠΑΠΑΣΦ Π vec ^ A ? ? m, m, in mi,…* Standard Reference of Atterberg Limits Test is ASTM D 8215 O ASTM D 4318 ASTM D 6523 ASTM D 3211 O ASTM D 6443 O
- please try to answer thr problem belowDefine the Purkaystha and Char reduction factor method ?Determine the friction force between the block and the surface after P was gradually increased from 0 to 60 N. In which phase will the block be classified (Phase 1 -no motion, Phase 2 -impending motion, or Phase 3 -in motion)? 5 4 W = 200 N %3D Ms = 0.3 Mk = 0.2 3.
- Ans 12%Fill out the table and determine the ELEVATION of BM2. Show your solution. IGNORE "REMARK" COLUMN. THAT WAS SUPPOSED TO BE WHERE YOU PUT YOUR COMMENTS ON THE CONDITION IN THE FIELDWORK.So, he wittingly set up a theodolite at point A, where angle BAD is exactly 90°, and he used stadia to measure the distance between points A and F, the center of the square lot BCED. The upper and lower hair readings were1.20 m and 0.92 m, respectively. The stadia interval factor (K) is known to be 101.0152545 and the instrument constant (C) is zero. He then set up the same instrument at point A and used a 2-meter subtense bar at point D to find the distance between points A and D. The subtended angle was read as 3°49'5.9". Using the computed distances of AF and AD, what is the area of the square BCED? (Round your final answer to 6 decimal places, if necessary.) The area of the square lot BCED is m?.