determine if stable and if determine. if inteterumate from 4 to 16

Q: A wooden beam is fabricated by nailing together three boards as shown. The boards have dimensions of…

A: Given  b1= 17 in , d1= 2.4 in , b2= 2.4 in , d2= 15 in , b3= 9 in,      d3= 2.4 in  Internal shear…

Q: P P 3 ft- -3 ft- -3 ft- C OD 6 ft Bo OE 6 ft A F - 9 ft

A: At Joint D, ∑V=0 - FDE sin75.96o - 460 = 0 FDE  = -474.16 lb (Compression) ∑H=0 - FDC - 474.16…

Q: I. Proving. SHOW THAT 2 1 5. v = ² R³²S² → hf = 10.29n² LQ2 D16/3 6. v=0.849CD2.63 0.54 → hf =…

A: two velocity equations are givenLHS=RHS is givenFindprove LHS=RHS of equation

Q: Set P1_1 = 58 kN , P2_2 = 33 kN . (Figure 1)

A:

Q: Figure 1 of 1 В 1.5 m P2 D

A:

Q: Compute the value of EIY at the right end of the cantilever bea 2 kips/ft 2 kips/ft 6 ft t+ 3 ft →+-…

A: The given cantilever beam is analyzed by using the equation of equilibrium forces. The algebraic…

Q: 750 lb 750 lb 150 lb/ft A B D – 4 ft →-4 ft +4 ft→

A:

Q: Suppose that P₁ = 33 kip, P₂ = 22 kip, and P3 = 11 kip. (Figure 1) Figure 40 ft- -40 ft- -40 ft- D…

A:

Q: Figure 1 of 1 E P 4 m A B 3 m - 3 m V P,

A:

Q: P16.49 BC, BH, and GH. (Ans: load @ F: NBC = 1.69, NGH = -1.33) %3D A G H F - 30 ft →- 30 ft →- 30…

A: Given Data from figure 5 span @ 30 ft each

Q: R=25 P2-49 50B 258 2-49. The 25-lb force R in Fig. P2-49 is the resultant of four forces, three of…

A: Given a set of four parallel forces and their resultant. The magnitude of three forces is known and…

Q: Suppose that P-320 lb (au1) Figure Figure Ⓒ1of1 > ▾ Part A Determine the force in the membe Express…

A:

Q: Determine the force in member AD. and state if the member is in tension or compression.

A: The forces in the members AD, BC, BD, and CD have to be determined.

Q: I Review Set P = 30 kN and P, = 16 kN in (Figure 1). Part A Determine the force in member AD, and…

A:

Q: Determine the elongation (+) or shortening (-) between points BC, of the bar made of A36 structural…

A:

Q: force P of magnitude 200 N is applied to the handles of the bolt cutter shown in Fig. a. Compute (1)…

A: P=200N

Q: PROBUEM 4. 一→ SOKN Im 2.75 6.5 6.5 FIND: RA RB

A: Given:- a beam as shown below

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.