Problem-3 w k/ft CUSTOM MADE DATA Р (kips) D B Choose: to ... ft. a = b =... ft. w = k/ft. Joint C: Pin ... P =... kips Support A: Fixed Support B: Roller Two beams are connected with an internal pin at C as shown. Choose your own data and determine the following: (a) the vertical support reaction (kips) at support B (b) the bending moment (ft-kips) at support A (c) the bending moment (ft-kips) at point D

Problem-3 w k/ft CUSTOM MADE DATA Р (kips) D B Choose: to ... ft. a = b =... ft. w = k/ft. Joint C: Pin ... P =... kips Support A: Fixed Support B: Roller Two beams are connected with an internal pin at C as shown. Choose your own data and determine the following: (a) the vertical support reaction (kips) at support B (b) the bending moment (ft-kips) at support A (c) the bending moment (ft-kips) at point D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Question 5 Given the function 2x3 – 4x2 – 1 = 0, a root is from the x = 2 and x = 3. Newton-Raphson method to estimate the root correct to 3 decimal places. You must show your working. Solution must be attached at HERE.
dy + ( 1+x)y = e -× sin2x dx
Compute for the y-component of the force F2 = 212.5 N at 0₁ = 17.0. 310 320 250 240 0€Z ozz 012 1 FR 330 340 350 002 061 FORCE 180 081 0₂ 04 TABLE 091 <-8- 091 140 30 1 120 110 100
6. L{2cost3t+ 5sin3t}
GIVEN: Bars A and C are made of steel and bar B is made of brass. Each bar has a cross-sectional area of 4 in? Esteel = 30 x 10° ksi Ebrass = 15 x 10³ ksi REQ'D: The force in the brass bars and the forces in the steel bars when P = 10 kips Lo003 in.gap 18 in. steel sleel Ass
Determine the force (P) required to keep the block to move up, given that us = 0.32 and uk = 0.29. F1 = 602 and e = 15 *Type your answer in two (2) decimal places without the unit. F1
From the following beam, determine the deflection in b and c, according to the virtual work method, consider EI = constant
Urgent K = 3 L = 1 M=1 N=9
SOLVE STEP BY STEP IN DIGITAL FORMAT Determine by the method of nodes, the forces at which all the members of the following trusses work. Place the results of each force in the members of the truss drawing for qualification. 1200 N 300 N A B oolco 0.00 3 m E 4 m 4 m
-6 -3 -5 9 -7 9. J= 2 1 -5 4 -7 9 5 7 -7 0 a3 a3 0 а b b2 b3 b4 10. K %3D c3 0 C d² 0 d2 d³ 0
21 B -32 C D Z2 ▼ Part B As shown, a system of cables supports a bucket. (Figure 2) The dimensions in the figure are as follows: ₁ -5.25 ft, 2 = 1.40 ft. y₁=2.20 ft. 3/2=4.50 ft. 2₁ = 3.25 and 22 = 2.30 ft. If the bucket and its contents have a combined weight of W = 11.5 lb, determine TA. TB. and Tc. the tensions in cable segments DA, DB, and DC, respectively. Express your answers numerically in pounds to three significant figures separated by commas. ▸ View Available Hint(s) TA TB.TC Submit 175) ΑΣΦ | 41 Previous Answers Provide Feedback X Incorrect; Try Again; 4 attempts remaining. Part C Complete previous part(s) vec 6 0 BOA ? lb
Locate the centroid of the area shown.