2.6 m 6 m 4.5 m 6 m Z 3 m W Answers: B TBC = 26.1 kN = 11.3 kN TBD RA = 65.9 KN

) A ship with a displacement tonnage of 5600 tons is floating without an inclination, as KG = 5.5m and GM = 0.5m. is known. A 33-ton load on the center line inside the ship can reach 10m pier and 3m up being moved. In this case, in order to keep the ship inclined, a tank on the port side is used as starboard. Ballast water is transferred to a tank on the side. Horizontal distance between the volume centers of the tanks 6 m What is the amount of ballast water that needs to be transferred?

Find Ixx of the plate shown below. where AB = 2 m, AC=12.5m, EF = 10m, FG = 2.5m, HD=3m. A B (1) E F (Enter only the values in the boxes by referring the unit given in bracket.) C The value of X (in m) = The value of Y (in m) = The value of lw1 (in m) = The value of lw2 (in m4) The value of Ix of the given plate (in m4) =

6 m 40 kN -8 m- -12 m- Figure Q3(a)

I need the answer as soon as possible

I need the answer as soon as possible

(٢٦+ * Find the two forces Fbc & Fac as :shown in the figure below Fab=30 N 110 30/Fbc (Fbc=45.18 N and Fac= 58.8 N) O (Fbc=38.56 N and Fac= 56.38N) O (Fbc=75.18 N and Fac= 78.8 N) O ! Fac

EXAMPLE: II. 2 ft Show the V-M diagram using Area Method of the following beam: R₂ 200 lb/ft 4 ft - Hinge 2 ft

7.5 x104 Problene # 3: if whether lach reod component a)ldentify ene w under compression or tension. り Solve for area n rod given square each cross se etions Catuen valnes: Stress in each nod: Steed: 7.5 xl04 KN /m? bronde: 1.0 a10 s kN Imr aluminum: lis K105 KN /m? lkN 4KN 3KN テ ムN- stael Gonze alu minim

Q.1 (a) Express the following unit with an appropriate prefix (100 cm) (0.5 mN)² 50 kN³/100 μg (iii) 450 cm²/(5s)² (b) Figures Q.1(b)(i) and Q.1(b)(ii) show two sets of vectors. Using triangular method (triangle rule), draw corresponding resultant vectors R1 = M+N+O and R₂=Q+R+S. (i) (i) Lu M N Figure Q.1(b)(i) ·Ŀ R S Figure Q.1(b)(ii) (c) Examine the magnitude and coordinate direction angles of the resultant of the two forces acting at point A as shown in Figure Q.1(c).