3-26. Consider a two-link planar robot oriented in the elbow-down position as shown in Fig. P3.26. If the tip of the robot is located at the point P(x, y) = (-1, 15), determine the values of 01 and 02. Assume l₁ = 10 in. and l2 = 8 in. P(-1, 15) y, in. 02 8 10 10 Ꮎ x, in.

3-26. Consider a two-link planar robot oriented in the elbow-down position as shown in Fig. P3.26. If the tip of the robot is located at the point P(x, y) = (-1, 15), determine the values of 01 and 02. Assume l₁ = 10 in. and l2 = 8 in. P(-1, 15) y, in. 02 8 10 10 Ꮎ x, in.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 454 For Problems 20.17 through 20.20, use the matrix approach to solve fo the member end forces. In…

Q: 125 kN 125 kN (1) 4.2 m 175 kN 175 kN B (2) 5.0 m A The roof and second floor of a building are…

A: Thank you for the question . As per code we are allowed to answer three subparts at a time so we are…

Q: Member AB is supported by a cable BC and at A by a square rod which fits loosely through the square…

Q: 2. Develop the equation governing the longitudinal motion of the system of Fig. 2. The rod is made…

Q: A non-prismatic rod is attached between two supports as shown in figure. It is subjected to axial…

A: Given :- E =200 GpaAAB= 300 mm2 =450 mm2

Q: An equilateral triangular prism (SG = 2/3) is floating on water as shown. A side of the equilateral…

Q: beam is loaded and supported as shown. (a) Use the double-integration method to determine the…

Q: Cross-sectional area of rod AB = 1 in2 ; cross-sectional area of rod BC = 2 in2 ; cross-sectional…

Q: 5.2. Find the critical value of the load P Fig. 5.2 if both ends of the beam are simply supported.…

A: Using Finite differences method Euler's buckling load Pcr = π2EIL2 let L = x Pcr = π2EIx2 x Pcr…

Q: Figure < 1 of 1 1.5 m 3 m F, -у C 1 m В

A: Part A Determine the components of reaction force at A using scalar notation. Express your…

Q: The pressure force P acts on the column given in the figure from the point P. a) Find the neutral…

Q: 3. Rigid member ABD is connected to elastic member CDE as shown. Fo the given loading, what are the…

A: Given Data: E=70 GPa=70×103 N/mm2A=100 mm2CD=0.4m=0.4×1000=400 mm2DE=0.2=0.2×1000=200 mm2

Q: y = kx2 b a -a-

Q: number of significant digits; the tolerance is +_1 in the third significant digit

A: The given measurements are 9 mm, 12 mm, 22 N, 38 mm, 26 mm, 23 mm, -71 mm, 22 N. These measurements…

Q: A complete free body diagram must be included.

A: Step 1: Determination of reactions at A and B. I hope it will help you please give positive rating.…

Question

3-26. Consider a two-link
planar robot oriented in
the elbow-down position
as shown in Fig. P3.26. If
the tip of the robot is
located at the point P(x, y)
= (-1, 15), determine the
values of 01 and 02.
Assume l₁
=
10 in. and l2 =
8 in.
P(-1, 15)
y, in.
02
8
110
0₁
x, in.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: mention the given data:

VIEW

Step 2: calculation of angle 2:

VIEW

Step 3: calculation of angle 1:

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Consider the frame shown in (Figure 1). Suppose that F₁ = 21 kN Figure + 2 m D 1.5 m B 1.5 m < 1 of 1 0.3 m C E ▼ Part A Determine the x and y components of reaction at pin A using scalar notation. Express your answers using three significant figures separated by a comma. Az. Ay = Submit Part B Dz. Dy = Submit 15. ΑΣΦ 41 Provide Feedback Request Answer Determine the x and y components of reaction at pin D using scalar notation. Express your answers using three significant figures separated by a comma. IVE ΑΣΦ ↓↑ vec vec Request Answer ? kN kN
SITC. Determine the horizontal displacement (mm) of joint C. 300 lb 300 lb 13 ft B 5 ft 12 ft 13 ft 12 ft
Q.2) (a) Calculate the support reactions of the loaded beam shown below. (b) Write equations for w(x), V(x) and M(x) of the beam using singularity functions. (c) Sketch the shear-force and bending moment diagrams for the beam for the beam using the Graphical method. Label the values of shear-force and bending-moment at all key points. 120N/m 300 N 300 N-m 200 N 100N/m Im B 4m C Im DIm E 4m 1m G 400 N¬m
1)
Learning Goal: To determine the reaction forces at supports on a horizontal beam by using the equations of equilibrium for a static application. As shown, beam ABC is supported by the roller at A and pin at C. The geometry of the beam is given by a=2.0a=2.0 ftft, b=6.0b=6.0 ftft, and c=11.0c=11.0 ftft. The applied forces are F1=1.50F1=1.50 kipkip and F2=2.00F2=2.00 kipkip. Force F1F1 is applied at an angle θ=35∘θ=35∘ with the horizontal. Neglect the weight of the beam. Determine the vertical reaction at A. Determine the horizontal component of the pin reaction at C. Determine the vertical component of the pin reaction at C.
All the tension/compression members of the frame structure shown in the figure are pin-jointed and of equal length and negligible weight. An external load P 34.7 kN is applied vertically at joint E. The frame is pin-connected at fixed support A and supported by a roller at D. What is the force in member AE? Input your answer as a value only in KN to one decimal place without +/- sign. A E
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN
= == 1 in.2, 10,000 lb. Each bar of the simple truss shown in Fig. 6.5a has cross-sectional area A; and modulus of elasticity E 10(106) psi; a = 10 √2 in., and P Calculate the horizontal deflection 8, of joint C. = Aα C P a a B
A beam supported by three identical springs at points A,B,C (see figure). Given that flexural of rigidity of the beam, EI= 2.029X1011 N.mm2 ; spring constant,k = 1471.5N/mm, w=116N/mm All dimensions are in mm. 1. What is the reaction for at point A,B and C? 2. What is the deflection at point B? 3. Please draw shear-force and bending moment diagram.
SOLVE THE FOLLOWING PROBLEM AND SHOW YOUR COMPLETE SOLUTIONS. EXPLAIN YOUR ANSWER FOR BETTER UNDERSTANDING.