The tripod shown supports a 5-m by 2-m rectangular panel through member AB, which is parallel to z-axis. The tripod is designed so that the resultant of the force in members BC, BD and BE is equivalent to the force in member BA, FBA, in the direction shown. Note that point A is at the centroid of the rectangular panel and FBA equivalent force in rectangular panel. A(0, 6.5, 1.5) m B(0, 6.5, 0) m C(-1.2, 0, 3.4) m D(4.3, 0, 3) m E(1.4, 0, -5.4) m P A 1. FAB= 2. Force in BC = 3. Force in BD = 4. Force in BE. FBA b D If the rectangular panel carries a wind pressure equivalent to P = 22 kPa (kN/m2), calculate the magnitude of the following: DO NOT INCLUDE SIGNS kN use whole number KN use 3 decimal places KN use 3 decimal places KN use 3 decimal places

The tripod shown supports a 5-m by 2-m rectangular panel through member AB, which is parallel to z-axis. The tripod is designed so that the resultant of the force in members BC, BD and BE is equivalent to the force in member BA, FBA, in the direction shown. Note that point A is at the centroid of the rectangular panel and FBA equivalent force in rectangular panel. A(0, 6.5, 1.5) m B(0, 6.5, 0) m C(-1.2, 0, 3.4) m D(4.3, 0, 3) m E(1.4, 0, -5.4) m P A 1. FAB= 2. Force in BC = 3. Force in BD = 4. Force in BE. FBA b D If the rectangular panel carries a wind pressure equivalent to P = 22 kPa (kN/m2), calculate the magnitude of the following: DO NOT INCLUDE SIGNS kN use whole number KN use 3 decimal places KN use 3 decimal places KN use 3 decimal places

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

Which type of lighting system has the highest life span?
Moos X O CIVL3106_yahiaz_sprir x O Part 1 b Answered: soil mechar x O (9) Wha elearn.squ.edu.om/mod/quiz/attempt.php?attempt=2055593&cmid=903343 O YouTube A Maps التعلم القبلي G G SYSTEM (ACADEMIC) Time left 0:47 The results of a triaxial test at a confining pressure (03 = 200 kPa) on a medium dense cohesionless sand are shown in the Figure below. (a) What is the the stress difference (deviatoric stress or stress increment Aơ) at failure ? (b) What is the major principal stress at failure ( 01) ? (c) If the cohesion C = 0, what is the value of angle of internal friction o (or phi) ? 600 500 400 300 200 100 10 15 20 25 Vertical Strain (%) Paragraph В I MacBook Pro 80 000 F1 F2 DII F3 F4 F5 F6 Stress Difference (kPa) 法

Quiz 6/15/21 300K 5'x3' SSAT 138 puf 2) MemOD Find DTCA Find o'e A And soe5 25' Find o'eB
Draw 1-front section 2-side section 3-horizontal section
6,000 5,000 4,000 3,000 2,000 1,000 ↑ 0 (psi) 0 2 +3 4 th 5 -3 E x 10
given the formula, backsight + elevation = height of instrument height of instrument - foresight = elevation how do u solve for the HI and FS, given the following? BS - 5.5 Elevation - 862.09 HI - ? FS - ? please show a step by step process, thankyou!
Table 1 Speed and Delay Information. Street Name: 29 North Weather: Clear Cross Streets Ivy Road Massie Road Arlington Blvd. Wise Street Barracks Road Angus Road Hydraulic Road Seminole Court Greenbrier Drive Premier Court Fashion Square I Fashion Square II Rio Road Totals Distance (ft) Date: July 7, 1994 Non-peak Time: 2:00 3:00 p.m. Ideal Travel Segment Stop Time Reason Speed Travel Segment Net for Limi Time Delay Speed (mi/h) (sec) Stoppage (mi/h Speed Time (sec) (sec) (sec) (mi/h) 0 0.0 1584 42.6 1320 27.7 792 19.7 27.4 1320 32.1 28.0 2244 49.8 30.7 1584 24.4 44.3 1584 42.6 25.4 1848 41.5 30.4 1320 37.4 24.1 1584 23.6 45.8 1056 19.7 36.5 1056 20.2 35.6 17292 381.3 30.9 119.5 0.0 20.1 0.0 8.9 15.4 Signal 9.2 0.0 19.5 15.6 11.8 4.9 0.0 14.1 Signal 45 25.4 32.5 How calculate ? Help me please Signal Signal Signal Signal Signal Signal Signal 40 40 40 40 40 45 45 45 45 45 45 0.0 27.0 22.5 13.5 22.5 38.3 24.0 24.0 28.0 20.0 24.0 16.0 16.0 275.8 0.0 15.6 5.2 6.2 9.6 11.5 0.4 18.6 13.5 17.4…
FAST PLEASEEE, YOU CAN USE SHORTCUT METHODS TO SOLVE THEM, THANK YOUUU!!!
Flight plan specifications for an area are given as follows: Photo Scale 1: 15000 End lap 60% Side lap 30% Coverage area 30 km x 30 km Average reduced level of area 40 m Flight speed 280 km/h Camera format 150 mm x 230 mm x 230 mm Calculate : i. ii. iii. iv. V. Flying Height Exposure interval Number of strips Number of photographs per strips Number of photographs for coverage area
What is the Greenwich Civil Time (GCT) when at a given instant the standard or mean time at: a. 120 degrees East longitude is 4:45 PM? b. 120 degrees East longitude is 9:30 PM? c. 90 degrees West longitude is 3:15 AM? d. 75 degrees West longitude is 4:45 PM? e. 150 degrees West longitude is 10:05 PM?
Express 48,983 sft2 in:(a) acres (b) hectares (c) square Gunter’s chains
762 Y 11:9 B/s ll bartleby.com تسجيل الدخول سؤال وجواب الة bartleby q لمة ...ربين 115 / مكتبة الأسئلة والأجوبة / هندسة مدنية / هندسة ...ب 12.5 م / ث. أحسب كفاءة التوربين 15 1 ابدأ تجربتك الآن! الأسبوع الأول 4.99 دولار بلق. فقط سؤال Q: 115 m turbine → V, In the above example problem, a hydroelectric turbine at the base of a dam is shown schematically. The height of the water above the turbine station given as 115 m. This turbine produces 4.6 MW of electricity, and you may assume the losses in the system to be equivalent to 10 m of head of water. The diameter of the pipe at the turbine exit is 0.75 m, and the velocity of water exiting from the pipe is 12.5 m/s. Calculate the efficiency of the turbine. العربية الإنجليزية N H •..