24 kips D C00 All Members: A = 4.0 in E = 29,000 ksi 12 ft 9 ft 9 ft 12 kips 1. Determine the horizontal displacement at joint A. a. 0.01676 inches b. 0.02235 inches c. 0.01157 inches d. 0.01876 inches e. None of the above 2. Determine the vertical displacement at joint D. a. 0.2048 inches ! b. 0.1098 inches I c. 0.1124 inches I d. 0.2148 inches I e. None of the above

24 kips D C00 All Members: A = 4.0 in E = 29,000 ksi 12 ft 9 ft 9 ft 12 kips 1. Determine the horizontal displacement at joint A. a. 0.01676 inches b. 0.02235 inches c. 0.01157 inches d. 0.01876 inches e. None of the above 2. Determine the vertical displacement at joint D. a. 0.2048 inches ! b. 0.1098 inches I c. 0.1124 inches I d. 0.2148 inches I e. None of the above

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Question 3: For the following trusses, a) Determine determinacy and stability b) Identify the zero force members SAN 2AN Works as Roller H. B. P1 = P2 = 100 N F 2 m A 1 m 2 m- 1 m P2 1001 P1
.
A Given: . 10 A L1 L1 = 3.5m L2 = 5.5m с H = 4.25 m . FC = 25 KN D Fc. L2 Member AC- (magnitude of force) Match the reaction at the support (FAX, FAy, FB), and the forces in each member (AC,AD, CD, BD, BC) Member BC (magnitude of force) Support FAy (include direction, up positive, down negative) Support FB (include direction, up positive, down negative) Support FAX (include direction, left negative, right positive) Member BD (magnitude of force) Member AD (magnitude of force) B Member DC (magnitude of force) 1. -25 2.-19.3 3. -15.3 4. 11.8 5. 0.00 6. 11.8 7. 15.3 8. 19.3 H 9. 20.0
QUESTION 4 Analyze the truss and calculate all the forces acting on Joint B and H. Show your detail steps with FBD if necessary. 10% 321 A 24' 12k H B 20 k 24' 8k G 40 k 24' D 40 k 24' E
Please solve fast
Please answer number 14
the longitudinal stress in the thin wall cylinder is equal to 100 MPa. The hoop stress in MPa is Select one a. 150 b. 200 C. 50 d. NONE e. 100
For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. = 450 lbf, V2 = 35 lbf/in, V3 = 12 in, and V4 = 4 in. v3 A v1 v4 B Provide values at all key points shown in the given shear-force and bending-moment diagrams. A SITIVE FIVE d v4 Shear Diagram v2 D 0.00 3x in.) P R 0.00
2: Answer briefly the following: 1- The method of joints is used to analyze and design trusses. This method is based on what? (For section A only) 2- Define Simple Truss. (For evening section only) 3- The method of sections is used to analyze and design trusses. This method is based on which principle? (For section B only)
Solve it step by step with free body diagram always use 3 decimal places
2 b) METHODS OF SECTIONS
800 lb/ft 6 ft 6 t 6 t 4.5 ft 4.5 ft The height of the triangle at cut Cis (answer to 3 sig fig) point load for a cut a cuta C stocated