* Fill the missing readingPointB.SI.SF.SR+F-R.LRemark1.25?0.931.781.931.911.27?0.0530.09В.М1.61?0.181.27Point B.SI.SF.SR+F-Point B.SI.SF.SR+F-1.25A1.25(2.18)0.93(2.18)0.931.93 (0.25)1.27 (0.51)1.78C1.781.93 (0.25)1.91D1.911.27(0.51)(1.86)E(1.86)1.61E0.050.05F1.61(0.25)F(0.25)|(1.43)(2.7)(1.43)0.180.18H(2.7)1.27H.1.271 03Point B.SI.SF.SR+F-A1.25(0.32)0.931.93 (1.61)1.27 (0.51)C1.78D1.91E(1.96)0.05F1.61(0.25)G(1.43)0.18H(2.7)1.272 OABCDEFGH

Answered: Image /qna-images/answer/cc4a4479-2c27-4d11-bd38-b54c936d9d27.jpg

* Fill the missing reading Point B.S I.S F.S R+ F- R.L Remark A 1.25 B ? 0.93 C 1.78 1.93 1.91 1.27 E 0.05 30.09 В.М F 1.61 G ? 0.18 H 1.27 Point B.S I.S F.S R+ F- Point B.S I.S F.S R+ F- 1.25 A 1.25 (2.18) 0.93 (2.18) 0.93 1.93 (0.25) 1.93 (0.25) 1.27 (0.51) 1.78 C 1.78 1.91 D 1.91 1.27 (0.51) E (1.86) 0.05 E (1.86) 0.05 F 1.61 (0.25) 0.18 F (0.25) 0.18 1.61 |(1.43) (2.7) (1.43) H (2.7) 1.27 H. 1.27 1 0 3 Point B.S I.S F.S R+ F- A 1.25 (0.32) 0.93 1.93 (1.61) 1.27 (0.51) 1.78 D 1.91 E (1.96) 0.05 F 1.61 (0.25) (1.43) 0.18 H (2.7) 1.27 2 O

* Fill the missing reading Point B.S I.S F.S R+ F- R.L Remark A 1.25 B ? 0.93 C 1.78 1.93 1.91 1.27 E 0.05 30.09 В.М F 1.61 G ? 0.18 H 1.27 Point B.S I.S F.S R+ F- Point B.S I.S F.S R+ F- 1.25 A 1.25 (2.18) 0.93 (2.18) 0.93 1.93 (0.25) 1.93 (0.25) 1.27 (0.51) 1.78 C 1.78 1.91 D 1.91 1.27 (0.51) E (1.86) 0.05 E (1.86) 0.05 F 1.61 (0.25) 0.18 F (0.25) 0.18 1.61 |(1.43) (2.7) (1.43) H (2.7) 1.27 H. 1.27 1 0 3 Point B.S I.S F.S R+ F- A 1.25 (0.32) 0.93 1.93 (1.61) 1.27 (0.51) 1.78 D 1.91 E (1.96) 0.05 F 1.61 (0.25) (1.43) 0.18 H (2.7) 1.27 2 O

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

Kasus #3 D H A B 21 |VA Rg S5 HA A 21 R ΣΜ ΣV-0 ΣΗ-Ο POINT B=0 OR A ANALYZE COMPLETELY FROM THE BOTTOM OF THE SUBJECT REACTION B. COUNT S1, S3, S5 COMPLETELY
Q3: Find the moment a bout at point A 100mm 100mm 200N 150N 45 A 1SN.m 200mm 40N.m N08
3) vite the eqwations for shtar and momont betueen points D and E. select thhe anigin at Å- B 8 kips W= 3 kips /fA. CS Scanned with CamScanner
[Q5] ( problem 3/20sp134) reactions رسم السؤال Determine the at the pin A" and the roller E'r if (p= 500N). Ane Ax = 1285N, Ay=2964N, 4000 N 30% B 3 m 4 m 4 m %3D E = 3285 N. %3D
E C +ve +ve positive deflections 25 kN E-250 Gpa A-350 mm² 4m The horizontal displacement of joint B B due to external loading is: Select one: CA. 311,100/EA mm CB. Zero C. 200,000/EA mm CD. 100,000/EA mm O B
Find the roots of the auxiliary equation of (D4+6D²+9)y=o. O A. +V3i, ±v3i O B. 1+2i, 1+ 3i O C. None of the choices O D. +V3i, ±v2i O E. +V3i, 1 + v2i
240N/m Replace all force -couple system by single force act at A. MAZ-848.5287.0 R-255.415 525N.m 2 4175N 600N +1m 45 14 1 m
1. Complete the set of differential level and the arithmetic check. B ТР, III II BM TP3 IV ТР, H-44.889 m Point No. Rod readings h/m Reduced Backsight Foresight Rise Fall elevation/m A ТР TP2 TP3 Σ B. 1.464 1.879
-4t Find the Laplace transform'of the function 2 cos 3t - 5e + 6t-9. 2s: 5. 6 9 2s 6 9 is² +9 s-4 s s а. C. s²+9 s+4 s s 6 6. 6 9 b. d. s?.+9 s+4 s“ s s? +9 s-4 s? s 5
Evaluate the function: S 4ny(6+ y³/2)dy O 24ny? – * y7/2 +C O 12ry? + T y7/2 + C O 12ry³ + 3T y5/2 + C None of the choices. Please refer to my solution.
love 2uomn x=? →☆=322-22m- 1 600 mn 221 2 uumn
نقطتان Limit of the following series as x .6 *approaches rt/2 is f(x) = x- 3! -号 5! 2n/3 O 6t/3 O 3/3 O 5T/3 O