2- Three - hinged semi-circular arch of uniform cross-section has span of 30m and a rise of 15m, it is subjected to load 40 KN as shown below, determine the reaction force, bending moment, shear force and normal force at 8m from left support H₂ 40 KN Y 15 m 30 m

2- Three - hinged semi-circular arch of uniform cross-section has span of 30m and a rise of 15m, it is subjected to load 40 KN as shown below, determine the reaction force, bending moment, shear force and normal force at 8m from left support H₂ 40 KN Y 15 m 30 m

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

1. [* r/2 ptan y sec y x'cos' ydxdy
kindly please help me answer this question, please be accurate and detailed when it comes to the solution. thank you.
i need the answer quickly
Consider a cart as shown, with steady-state conditions having been reached, i.e. the cart has filled to a point where the amount of water inside it remains constant. The diameter of both outlets is given as Do. The water column height at exit 2 is twice that at exit 1, that is, H2 = 2H1. Assume inviscid flow. Assume that cart is on level surface. Clearly mark the CV you are using to answer the following questions and also show your axes. (a) Find expressions for V, and Vị in terms of the heights H2 and H1 using appropriate conservation law. (b) Using conservation of mass for an appropriate control volume, find relation between the jet velocity V; and exit velocities V and V2 and the pipe diameters Do and D;. (c) If no horizontal force is needed for the cart to be stationary, find a numerical value for Do/Dj. You may have to use the expressions obtained in the previous subparts.
Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96 DISTANCE 250 UNKNOWN 300 UNKNOWN 400 Bearing S 37 30 E S 43 15 W N 73 W UNKNOWN UNKNOWN BEARING N 73 00 W N 12 45 E S 37 30 E N 65 45 E S 43 15 W ■
e A:0V • ZAIN IQ l. docs.google.com A Choose the correct answer. (Second (moment of inertia about x-axis tomm lo tromm Samm Ix = 1.04 * 10^6 Ix = 2.01 * 10^6 Ix = 1.01 * 10^6 Ix = 1.8 * 10^6 محو التحديد محو النموذج إرسال عدم إرسال کلمات المرور عبر نماذج Google مطلقا تم إنشاء هذا النموذج داخل University. of Samarraالإبلاغ عن إساءة الاستخدام Google 7ilai
N2
CIVL3106_yahiaz_sprir x Part 1 Answered: soil mechar x Moos X elearn.squ.edu.om/mod/quiz/attempt.php?attempt3D2055593&cmid%3D903343 O YouTube A Maps G ahäll alall G SYSTEM (ACADEMIC) For the earth dam shown below, what is the purpose of the following layers: (1) Core (2) Riprap (3) Shell (4) Filter Large Earth Dam crest filter free board riprap CORE SHELL SHELL blanket FOUNDATION cutoff Rarnaranh
Geometric space, i need solutions in 15 minutes please. MCQ/ If Ø = 0.987643 rad. Find Ø in degrees. A-56º 35' 16'' B-45º 42' 16'' C-52º 04' 26'' D-54º 30' 16'' E-35º 25' 25'' F-65º 25' 13''
x 107 and in mm4 Determine Iy: Answer is in Just answer the blank space in 4 decimals 160 mm 40 mm 200 mm 40 mm 40 mm 120 mm
PAGE:. DATE :.. A rectangular lot steei tape which was later found to 5 mm too short. The recorded dimensions was mearured uring a be 121.5m long by 92:5m wide. What ir the Were error in the area