1. A ship with displacement of 46,000 tons, draft of 10.35 meters, breath 22.75 meters. What is the KM of said ship 2. What is the KG (VCG) when GM is found to be 0.63 meters?

Q: What is the amount of Moist Coarse Aggregate? b. What is the amount of SSD Fine Aggregate? c.…

A: Solution: Givendata  coarse aggregate = 1160 kg/m3  fine aggregate = 599 kg/m3 water content = 148…

Q: 120 kN/m A

A:

Q: 2. A frame is made up of a vertical member AB of length L, which is fixed at A and a horizontal…

A:

Q: Find the specific energy of flowing water through a rectangular channel of width 5 m when the…

A: The answer is found to be Specific energy =3.0226 m For explanation please refer the attached…

Q: 1. REACTION AT A 2. Force at member FEB 3. Compute the force in member FEF 4.Compute the force…

A:

Q: What is the Maximum moment in kN-m. Given: w = 39, a = 3, b = 4, and c = 2. w kN/m D. B. ст Rp am b…

A: Calculate maximum moment,Mmax=?

Q: SITUATION 2 A 35-feet simply-supported floor beam, made of ASTM A572 Gr. 50 (Fy = 50 ksi) W18x50…

A: Given, L=35 ft Fy 50 ksi w 18x50 DL=0.45 kip/ft LL=0.75 kip/ft

Q: A transit with a stadia interval factor of 100.12 was set at C on the line between points A and B,…

A:

Q: 1. A concrete column of cross-sectional area A, is reinforced by steel bars of area A, the modulus…

A:

Q: EXAMPLE 3.5 A recently irrigated field plot has on Day I the total available soil mois- ture at its…

A: Given data,  Water depeletion factor = 0.2  K = 0.8  Evapotranspiration = 5.0 mm/day

Q: Percent finer by weight 20 c) Classify the soil using Unified Soil Classification System as shown…

A:

Q: W, S, M, HP Shapes 5.5 kips/ft Y k1=0.75 k=0.842 I tf=0.44 6' 18' 6' d=15.9 -tw=0.275 bf=5.53

A:

Q: 3 kN 1.5 kN 2 kN 2 m 2 m + 2 m 2 m --1.5 m-|-1.5 m--1.5 m-| D A В

A:

Q: . Determine the maximum spacing of purlins (m) due to dead load plus live load only. (Hint: Analyze…

A:

Q: Provide all necessary solutions. Do not round off unless it is the final answer.  Shown below is…

A:

Q: EXAMPLE 3.5 A recently irrigated field plot has on Day I the total available soil mois- ture at its…

A: Given data,  Evapotranspiration = 5.0 mm/day  P = 0.2  K = 0.8  To calculate , Actual…

Q: intensity varying from Wo at the free end to zero at the wall, as shown. Determine the shear in kN…

A:

Q: What is the Maximum moment in kN-m. Glven: W- 10, a - 3, b-8, and P- 90. PKN am W KN m b m Ry

A:

Q: 4 kN 50 mm 500 mm 4 kN 15 mm

A:

Q: w kN/m A CA D. - am cm bm Find reaction at support. a= 3 m b= 4m C= 2m w= 52KN/m

A: The system is in equilibrium, therefore net force in y direction is zero. Also, net moment about any…

Q: The wall thickness of a 4-ft diameter spherical tank is 5/16- in. Calculate the allowable internal…

A:

Q: simply supported steel beam with a moment of inertia of 60 x 106 mm4 of length 7 m has a…

A:

Q: a) M = 452 Ib-ft b) M = 575 Ib-ft c) M = 426 Ib-ft d) M = 3633 b-ft Find the moment of the force Q…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Problem 5.6 Determine the force in each member of the truss. Set P = 3.1kN and P2 = 2.3kN . %3D 30…

A:

Q: 6 ft> C. 3 kips A 6 ft 2 kips 15 ft 6 ft 20 ft- For the three hinged arch shown determine the…

A:

Q: Example 2: A cantilever beam, 50 mm wide by 150 mm high and 6 m long, carries a load that varies…

A:

Q: A 5 m long simply supported beam carries a superimposed load of 20 kN/m. Design the midspan section…

A:

Q: SITUATION 1 Verify the adequacy of column AB, part of a sway frame structure, to carry the loads…

A: Given,

Q: An observer (P) is standing on the deck of a ship just sees another observer (Q) whose eye is 12 m…

A:

Q: 2. Determine the force in bars BD, CD, and DE of the nacelle truss shown in Fig. 60 kN 120 kN 120 kN…

A:

Q: Problem 5.6 Determine the force in each member of the truss. Set P = 3.1kN and P2 = 2.3kN . 30 30 3…

A:

Q: A 5 m long simply supported beam carries a superimposed Iload of 20 kN/m. Design the midspan section…

A:

Q: C 30° В A - 2 m - 2 m 2 m

A:

Q: what is the final answer in i) 119.838mm or 364mm

A: Data Given: Top reinforcement = 4 - 28ϕBottom reinforcement = 2 - 20ϕConcrete cover at top = 70…

Q: Engineering Mechanics The maximum tension that can be developed in the cord shown in Fig. below is…

A:

Q: In the two-peg of a dummy level, the following observation are taken. INSTRUMENT SET UP NEAR…

A:

Q: 2. Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a…

A: Considering the section below:

Q: The following table shows earth volume calculation data at different survey stations for a road…

A: Given: Earthwork calculation at different survey stations for a road project Station Cut area…

Q: A transit with a stadia interval factor of 100.12 was set at C on the line between points A and B,…

A:

Q: DETERMIME Fou つ こ I =

A:

Q: 1. Using superposition of loads, create a single V and M function if a positive bending moment of…

A:

Q: 1 DROW Hhe shean and B SM 4m moment diegnom.

A:

Q: determine the displacements and rotations of the For the rigid frame shown in Figur nodes, the…

A:

Q: 4. A series of tests are run on a HMAC Sample. The following data is given to you: % AC (Pb) = 10 %…

A:

Q: A 5.75m high noise barrier is used to attenuate sound from a roadway adjacent to a residential…

A: Given: The height of the barrier is 5.75 m. The height of the source is 1.25 m. The height of the…

Q: show full solution and answer should be in 4 decimal places. coefficient of thermal expansion ng…

A: First we will make the equation for all 3 elements using equilibrium equations. Then will make…

Q: When you come back from the seminar, you are required to do an analysis on a soil work. A small…

A:

Q: In a consolidation test, the void ratio of the specimen which was 1.052 under the effective pressure…

A:

Q: 2. The maximum tension that can be developed in the cord shown in Fig. below is 500 N. If the pulley…

A:

Q: Cantilever beam carrying a distributed load with intensity varying from Wo at the free end to zero…

A: Shear in KN:

Classification of Legal Structure

The first step for the establishment of any company is to find a suitable legal structure. To determine the appropriate legal structure for a specific company or a venture, professional guidance is necessary for the deep understanding of various structure classifications, long-term targets, and certain choices. The categorization of different business legal structures comprises liability implications, income and taxation considerations for the company owners.