Situational Problem 5 (For Q16-Q20)A completely restrained beam having a span length of 4m with a uniformly distributed load of 60 kN/m from the midspan to the right support. 16. Which of the following most nearly gives the moment at the left support in kN-m. а. -25 b. -55 С. -75 d. -80 17. Which of the following most nearly gives the moment at the right support in kN-m. а. -25 b. -55 C. -75 d. -80 18. Which of the following most nearly gives the reaction at the left support in kN. а. 22.5 b. 55 с. 97.5 O d. 120

Situational Problem 5 (For Q16-Q20)A completely restrained beam having a span length of 4m with a uniformly distributed load of 60 kN/m from the midspan to the right support. 16. Which of the following most nearly gives the moment at the left support in kN-m. а. -25 b. -55 С. -75 d. -80 17. Which of the following most nearly gives the moment at the right support in kN-m. а. -25 b. -55 C. -75 d. -80 18. Which of the following most nearly gives the reaction at the left support in kN. а. 22.5 b. 55 с. 97.5 O d. 120

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

For the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension) 1- Magnitude of reaction at K is (KN) :(a. 151 - b. 226.5 - c. 302 - d. 377.5 - e. 453 ) 2- internal force in member JH (KN) :(a. -327 - b. -218 - c. -436 - d. -545 - e. -654) 3- internal force in member IH (KN) : (a. -204.600222 - b. -136.400148 - c. -272.800296 - d. -341.00037 - e. -409.200444 ) 4- Magnitude of reaction at A is (KN) 5- internal force in member IK (KN) is 6- internal force in member GF (KN)
ASAP
Plz help
For the beam below, determine the maximum negative shear at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft. Hinge C Hinge E D -20 ft-20 ft- -30 ft- -30 ft- +15 ft--15 ft- O a. -21.5 k O b. -8.5 k O c. -45.83 k O d. -60.00 k
2. The beam AB shown is supported at A and B. the beam is loaded with three fixed concentrated loads and an overhead hoist carrying a load W. P1 P2-320 KN. P3-200 KN and W-500 KN A. Find the distance of W from A in meters if the resultant of the external loads is at the midspen B. What is the reaction at A when W is at midspan?
b. Determine the support reactions at A and B of the beam loaded as shown. 6kN/m 3m D 3m 4-5 kalm B 1TIT 18 18h
1:10 H"ll Asiacell K/s H.W No1.docx -> H.W No1 Determine the resultant force and Specify where it acts on the beam measured from point a for the following beams 6 kN/m 9 kN/m 6 kN/m 3 kN/m -1.5 m-- -3 m -1.5 m- ...
Q1- Calculate the force in member CF of the truss. 6KN a) 5 KN (T) b) -3.33 KN (C) c) 6 KN (T) d) -7 KN (C) D 4m E 4m Am A TITT 3m В C.
Determine the shear force, V and its bending moment, M. Kindly provide the SFD and BMD.
RUSH PLS!!
1.) Use portal method to compute for the reactions of supports A, B, C and D. Also, draw the moment diagram for girder IJKL. I J K L. 20 kN 4 m E G H 40 kN 4 m А B D 4 m 5 m 4 m I 16 (10-3) m? 24 (10-3) m? Area 24 (10-3) m? 16 (10-3) m?
II. If the beam carries a moving uniform load of FN kN/m and concentrated moving load of 118 kN Using theinfluence line diagram, (a) determine the max. +M due to loads at C (b) det. max +V at C