t? – 4 lim t-2 t-2

Q: 5A - 2B ВХА Det(A) Ax B BTX AT Det(B)

A:

Q: L K H 3 m A G B C E F |-2 m--2 m--2 m--2 m--2 m-|-2 m-| 20 kN 30 kN 40 kN

A: For determining forces in members of truss two methods are used which are as follows: Method of…

Q: Problem 6. Moment at point C 15 k 100 k-ft B C -6 ft- -6 ft- -6 ft O -800KN-m O -700KN-m O -900KN-m…

A:

Q: 8 kN/m -20 m- B -10- (20)2 -10 m- [|y= 2² -10 m- 10 m

A:

Q: 3-2.1-1: Find Reactions and pin force 6' 12k 20' A 10' 15' 20k 15' B

A:

Q: F1=30k 3 4 6' 6' 8' 8' 8' B 12 5=5k F=13k X-component of force F1= 5k 10k 24k 12k

A:

Q: 20 kN 40 kN/m Al B. 150 LN-m -S m -3m

A: Free body diagram of the given problem:

Q: 50 N ↑ R (-3,3) T (4,3) S (6,-3). O O N.m 350 N.m 200 N.m 100 N.m none of the above O all of the…

A:

Q: 5m C KN m 2 KN lm 2m 2m JKN 3. B

A:

Q: 4. Find HG 5 kN 4 kN 4 kN 3 kN 2 kN B D 3'm H 2m G - 5 m- -5 m- -5 m- -5 m-

A:

Q: 20 kN 6 kN/m B -1.5 m- 3 m ---1.5 m-

A:

Q: F = (-10i + 20j -8k) N 0.75 m 0.5 m 0.5m 0.6 m CamScanner ile tarandı

A: Given data in question  Force with its components in x , y and z direction. Distances  To find out…

Q: Q1/ Draw Influence lines for RD, RE, VG, MG, VDR A B C D G E F K 4 +3→K-2.5→e -5- *3.5→* 4.5

A: For the given overhanging beam we have to draw the influence line diagrams by giving unit…

Q: Determine the normal force, shear force, and moment at point C.

A: Draw the free body diagram.

Q: Determine the components of reaction at E.

A: The free body diagram of the member AB is given below.

Q: z10+1 Find lim z-i z-1

A:

Q: 20 kN 20 kN F -20 kN 3 m -40 kN E 3 m D 3 m -40 kN- C 3 m B -6 m- m-

A: To find the force in member EC ,DC and DA-

Q: L K H 3 m G B В C D E |F |-2 m--2 m--2 m--2 m-|-2 m-|-2 m-| 20 kN 30 kN 40 kN

A:

Q: Identify the zero-force members in each truss.

A:

Q: sin (t – 1) lim t 1 t2 + 2t- 3

A: To determine the given limit.   Given: limt→1 sint-1t2+2t-3   On substituting the value of variable…

Q: Determine the force P needed to cause impending motion of the block.

A: FBD of part a:

Q: Determine the resultant couple moment acting on the beam.

A: Given :- A beam is given with several point loads acting on it  To determine : -  The resultant…

Q: F kl. T 4

A:

Q: 500.1 Kn M1=50NM 3.5 KN 4.2 KN A 45° M, = 5BNM -2.21-2.91- 2.91-- 3.00--

A: To find reaction at fixed support A

Q: B -1.5 m 1.5 m- 1 m Im D

A: Taking area under shear force diagram

Q: 50 kN /m 150KN D.

A:

Q: Homework 1-2.2: Find the Reactions 36k 5k/ft 6/ft 3k/ft 2k/ft B-Q 15' 3' 1' 3-1-1 3-1-2 24k/ft 25k|…

A:

Q: Vx+4 -2 limx-0 2 True False O ||

A: answer- False since by  putting x→0 makes it 0/0 form. which is an indeterminate form , so we have…

Q: L K H 3 m C ID E TF |-2 m -- 2 m--2 m-- 2 m--2 m --2 m- 20 kN 30 kN 40 kN

A: The stability of the truss is checked by the following formula; If m+r < 2j, The truss is…

Q: Determine the forces in members FJ; HJ, and HK of the K truss shown in Fig. 4.24(a) by the method of…

A: Given:- K truss To find:- FJ; HJ, and HK

Q: L K H 3 m G B D EF |-2 m--2 m--2 m--2 m-|-2 m-|-2 m-| 20 kN 30 kN 40 kN

A: In the above truss, joint A is pinned support and joint G is roller support. To get the force in…

Q: 5m Li La L4 Ls LG | lay Sm -5m- Find the influence line for LOUI Find the influence line LoLI Find…

A:

Q: C -3m- kN/m

A: Pin support - it has 2 reactions One is horizontal and vertical reactions Roller support - it have…

Q: 120 kN 120 kN 120 kN 4 m E F G 60 kN 60 kN 4 m 40 kN 40 kN A B D 8 m -3 m- -3 m- -3 m- 8 m- m- m-…

A:

Q: (a) V₁ (ft/s), (b) V₂ (ft/s), (c) head loss, hu(1-2), (ft),

A: av1=QWy1v1=20cfs12in12inft0.4v1=50fts

Q: Find the roots of the auxiliary equation of (D4 + 3D3 - 6D2 - 28D- 24)y 0. O A. 1, - 1, 4, - 4 O B.…

A:

Q: I"- 450 kN 1.5 O kN Val-1350 kN 0 kN 0.75 m y =16.4 kN/m • -25", e - 35 kPa Gs - 2.65, e - 0.71 GWT…

A: It has been asked to determine ultimate bearing capacity for above fig using hansen eq.

Q: Q1/ Draw Influence lines for RD, RE, VG, MG, VDR A G E F Aor 4 3e 2.5 -5- H3.5 4.5-

A: the influence line diagrams for the given points are clearly drawn with values mentioned

Q: Problem 5. Moment at point C 6k 12 k A B 5ft 10 ft O +210KN-m O +220KN-m O-210KN-m 1220KN-m

A:

Q: K J L 3 m D E F -2 m 2 m - -2 m--2 m--2 m-2 m- 4 kN 5 kN

A: solution  Find the support reactions  Consider∑Fy=0Ay+Cy=4+5+8+6=23KNconsider ∑Ma=0-Cyx 12 +6 x10 +…

Q: Determine the reactions at the supports for the beam shown in Figure .

A: Consider the figure,

Q: Find the general solution of the DE below. d³y , dy - 2y = 0 dt3 dt²

A: Given equation can be represented as  (D3 + D2 - 2)y =0where  D= ddt Auxiliary equation of the above…

Q: 3-2.1-1: Find Reactions and pin force 6' 12k v A 20' 3-2.1-2: Find Reactions and pin force 2' 5' 10'…

A:

Q: -2m- B 1.0 m- X Rc-200 N

A:

Q: K H 3 m G В |D E |F |-2 m--2 m--2 m--2 m--2 m-|-2 m-| 20 kN 30 kN 40 kN

A:

Q: Homework 1-2.2: Find the Reactions 136k 5k/ft 6/ft 3k/ft 2k/ft B-Q 15' 3' 6' 3' 1' 3-1-1 3-1-2…

A:

Q: 20ft P= 20K Mmax= A max =

A:

Q: Determine the reactions at D.

A: The given figure is shown below:

Q: L K 3 m B. В E F |-2 m--2 m--2 m--2 m-2 m-|-2 m- 20 kN 30 kN 40 kN

A: For solving truss structure and analyzing forces in members two methods are used: Method of section…

Q: 15 kN 10 kN/m 20 kN - m |B -2 m- -2 m-

A: It is required to draw shear force and bending moment diagram.

MATLAB

MATLAB software is a registered trademark, multi-model programming language, and numerical computing environmental system created by MathWorks. 'MATLAB' is the short-form of "Matrix Laboratory". The MATLAB software permits the utilization of matrix operations, graphical representation of data, execution of algorithms, development of user interface, and linking programs created in other languages. Even though MATLAB is developed mainly for numerical computing, there is an optional toolbox that uses a symbolic engine known as MuPAD giving access to all the symbolic computing abilities. In addition to this, a Simulink package delivers graphical multi-domain simulation and design that is model-based for embedded and dynamic systems. MATLAB users are spread worldwide across the world and use MATLAB extensively.