Problem #3: 900 N/m 600 N/m |c В (m) C (m) | 12. Determine the resultant force (N) of the rectangular loading from point A to point C. | 13. Determine the location of the resultant force of the rectangular loading in #12 from point A. (m) 14. Determine the resultant force (N) of the triangular loading from point A to point B. 15. Determine the location of the resultant force of the triangular loading in #14 from point A. (m) | 16. Determine the resultant force of all the distributed loading from point A to point C. (N) 17. Determine the location of the resultant force in #16 from point A. (m)

Problem #3: 900 N/m 600 N/m |c В (m) C (m) | 12. Determine the resultant force (N) of the rectangular loading from point A to point C. | 13. Determine the location of the resultant force of the rectangular loading in #12 from point A. (m) 14. Determine the resultant force (N) of the triangular loading from point A to point B. 15. Determine the location of the resultant force of the triangular loading in #14 from point A. (m) | 16. Determine the resultant force of all the distributed loading from point A to point C. (N) 17. Determine the location of the resultant force in #16 from point A. (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

Construct the shear -force diagram and identify the largest negative shear force. Assume a = 3.1 ft, b = 6.2 ft, c= 12.4 ft, W= 1200 1b/ft. and Pa 1200 1b,
The bin is 1.5 m wide and is filled with water to the level shown. Determine the resultant force on the side AB and on the bottom BC.
what is the shear at point B? a. 14 kN b. 0.58 kN c. 0.14 kN d. 1.4 kN what is the shear at point C? a. -6.14 kN b. 5.86 kN c. -4.86 kN d. -5 kN
Determine the required spacing of vertical U - stirrups when the required shear strength Vu = 100 kN. Ans.: _______mm Determine the required spacing of vertical U - stirrups when the required shear strength Vu = 290 kN. Ans.: _______mm
Determine the Resultant Force, its magnitude and direction of the given co-planar ,concurrent forcesshow fbdcomplete solution
The design base shear of a two - storey reinforced concrete SMRF office building is to be determined. If the base shear computed using the static force procedure is 258.8 KN. which of the following most nearly gives the value of the base shear if the simplified procedure will be utilized? 284.7 kN 336.4 kN 310.6 kN 362.3 kN
Given: 1. Structural Component: Beam 300 mm x 400 mm Column 400 mm x 400 mm Slab thickness 110 mm 2. Dead Load: Super Imposed dead load = 4.5 KPa (including slab weight) CHB = 3.11 KPa 3. Seismic Parameter: Soil Profile - Sb Closest distance to the source - 10 km Ductility Coefficient R = 8.0 Seismic Zone Z=0.40 Ct = 0.0731 A. Compute TOTAL LATERAL FORCES in the 2nd floor? B. Compute LATERAL FORCES in the 3rd floor?
A sector-shaped sluice gate having a radius of curvature of 5.4 m is as shown. The center of curvature C is 0.9m vertically below the lower edge A of the gate about which the gate is constructed to turn. If the water level is 2.4m above the lower edge of the gate (a) Determine the magnitude (in kN) and direction (R or L) of the horizontal component of the force acting on the curved gate AB. (b) Determine the magnitude (in kN) and direction (U or D) of the total vertical component of the force acting on the curved gate. Determine the magnitude of the total force (in kN) acting on the gate. Determine the angle that the total force acting on the gate makes with the horizontal.
A vertical gate 1.6m wode and 2m high has water on one side and is inclined 45° with the horizontal. Water is 1.50m above the top of the gate hinged at B. Determine the hydrostatic force acting on the gate and the location of the force measured from the hinge and the force F needed to open the gate
a. Determine the largest distributed load value in lb/ft. b. Determine the point of inflection from A.
A concurrent force system is composed of the following forces: Force O is 500 N and is directed up to the right with a slope of 2V to 3H. Force L is 560 N and is directed to the right. Force A is 620 N and is directed down to the right with a slope of 5V to 12H. Force G is 730 N and is directed down to the left at 36° with the horizontal. Force E is 820 N and is directed up to the left at 65° with the vertical. Calculate the angle that the resultant force makes with the x-axis in degrees.
A concurrent force system is composed of the following forces: Force O is 500 N and is directed up to the right with a slope of 2V to 3H. Force L is 560 N and is directed to the right. Force A is 620 N and is directed down to the right with a slope of 5V to 12H. Force G is 730 N and is directed down to the left at 36° with the horizontal. Force E is 820 N and is directed up to the left at 65° with the vertical. Calculate the x-components of the resultant force in N.