Answered: H.W6: 1- discuss the stability and…

H.W6: 1- discuss the stability and determinacy of the following structure 2- Draw N, V and M diagrams for part BCD A 2m F water 4m G 2m B E 2m water HCI 2m 2m 2m 2m D 4m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A large stream has a reoxygenation constant of 0.4 per day. At a velocity of 0.85 m/s; and at the…

Q: A 500 lb/ft 10 ft C B 10 ft 3 k

Q: In a triaxial stress system, the six components of the stress at a point are: 0 = 6 MPa Try = 1 MPa…

A: Given data : This is a problem of Solid mehanics.

Q: Find Fx

A: ###Determination of Force on orifice in X direction is Fx =?####

Q: Question 4 The distribution factors for AE and AC of the Box section are: A I 21 50 kN B 21 5 m 10…

A: Given- Figure showing loading condition is given- It is needed to find the distribution factors for…

Q: If the length of the tangent lines and the angle of intersection of a simple curve is 158.50m and…

A: Horizontal Curve: A horizontal curve is a curve that shows the change in the alignment of two…

Q: The depth of the flow in an alluvial channel is 1.5 m. If critical velocity ratio is 1.1, and…

A: Given- Depth of flow y=1.5 m, Critical velocity ratio m=1.1 n=0.018 Critical velocity=?

Q: 3. Determine the nominal compressive strength of a W360 x 44 of A992Gr50 steel column having length…

A: Given, L = 4m or 4000 mm Fy = 345 MPa

Q: SITUATION 1.3 In the given Figure 1.3 shown, the depth of water upstream is 8.50 meters high and…

Q: Find the following solution to the given problem Shear and moment at the left of C Shear and…

A: Note: As per bartleby guidelines, only 1st 3 subparts need to be solved. For rest of the subparts…

Q: From the given figure of a cable connection * shown. Which of the following gives the Tension (T3)…

A: Given Data Find the tension force in each member.

Q: Question A cantilever beam is having Young's modulus E = 2 × 105 N/mm², Moment of Inertia | = 8 x…

A: Given- Young's modulus- E=2×105 N/mm2,I=8×107 mm4,L=2500 mm.Deflection d=5 mm. It is needed to find…

Q: Find the building's Seismic Response Coefficie

A: This question is from structural dynamics.

Q: At a point on a streamline, the velocity is 3 m/s and the radius of curvature is 9 m. If the rate of…

A: Given Data Velocity (V) = 3m/s Radius of curvature (R) = 9m Rate of increase of velocity along…

Q: In the figure shown, the position of the water surface represented by Line 3 means that liquid…

A: Given To find : Whether water is spilled or not at line 3

Q: Q.7 A positive surge of height 0.70 m was found to occur in a rectangular channel with a depth of…

A: Given data in question Height 0.7 m Depth 3 m To find out Celerity

Q: A ↓ 2 kN/m 3 m B 2 m 5 2 m

Q: For the beam shown in Fig.1, draw the influence lines for: i-The shear and bending moment at point…

A: Solution: i) ILD for the shear force at C: Ordinate at A = +l1l=+510=+0.5 Ordinate at B and D = 0…

Q: Find the width of elementary gravity dam whose height is 100 m. specific gravity of dam material is…

A: Given- Height H=100 m, Specific gravity S=2.7, Seepage coefficient C=0.7, Width B=?

Q: 1] A pump draws water from an open reservoir, with a static suction head of 26.24 feet, and lifts it…

Q: Draw the shear and moment diagrams for the beam. 20kN/m $ 3.2 m ↓ 30 kN/m B +0.8m + 0.8 0.8m

A: Given Data Draw shear force and bending moment diagram.

Q: H.W.15: For a simply supported beam with span 10 m, determine the area of steel required to…

A: Answer Based on the given data let us first calculate the Nominal Moment Mn Nominal Moment Mn =…

Q: Compute the moment of the force P = 287 N in point A in N-m. Assuming Counterclockwise positive.…

A: Given Data Find the moment about A due to force P = 287 N Consider counterclockwise positive

Q: foundation engineering, two footings are constructed on the surface of purely cohessionless soil.…

A: To determine the ratio of circular to square footing capacity-

Q: Determine the horizontal deflection at joint C of the frame given below by the virtual work method.…

Q: 3. Determine the nominal compressive strength of a W360 x 44 of A992Gr50 steel column having length…

Q: (d) What is the maximum horizontal shear stress that the soil at Point A can take before failure?…

A: Given, γd = 16 kN/m3 γsat = 20 kN/m3 γw = 10 kN/m3 ϕ = 32o

Q: Find the width of elementary gravity dam whose height is 100 m. specific gravity of dam material is…

Q: Locate the centroid x and y of the cross sectional area of the angle bar

A: Given:- An angle bar is shown To determine:- The centroid x and y of the cross-sectional area of…

Q: Find the total volume of the earth to be excavated up to elevation 5m. (red-elevation, blue=grid…

A: To find the total volume of earth to be excavated till an elevation of 5m

Q: The beam cross-section shown is design to resist a nominal moment Mn of 320 kNm, if f = 35 MPa and…

A: Given : Mn = 320 kN f'c = 35 MPa and fy = 420 MPa This is a problem of R.C.C where we have to…

Q: When and why did the professional engineer emerge? Be sure to define the term “professional…

A: A professional engineer is an individual authorized to sign blueprints in the state in which they do…

Q: For the soil profile shown here, plot the stress distribution diagram including total stress, pore…

A: Given:- The depth of the dry sand = 1 m The unit weight of the dry sand = 18 kN/m3 The depth of…

Q: 14. If there are piles in a pile group foundation, the pile group effect coefficient n refers to ( )…

A: The correct answer is option A

Q: A hydraulic jump takes place in a 6 m wide rectangular channel at a point where the upstream depth…

A: First we summarise the given data : Upstream depth = 0.5 m width of rectangular channel = 6 m…

Q: The deflection angle and the length of the middle ordinate of a simple curve is 75 meters and 40…

A: Given data in question Mid ordinate 75 m Angle 40° To find out Degree of curve least measurement

Q: Calculate the monthly average evaporation from the open water surface using the Penman method…

Q: Calculate the lag distance for a design speed of 65 km/hr assuming the coefficient of friction as…

A: Lag distance is the distance covered by the vehicle from the moment the driver sees an obstruction…

Q: Two axial members are used to support a load of P =80 kips; as shown in Fig. Member (1) is 12-ft…

Q: 3. Determine Rn based on bolt limit states. Slip critical connection is used for design and Grade…

A: sub critical connection Grade- 10.9 M22 Bolts- Class A surface Minimum edge distance and spacing -…

Q: The allowable soil bearing pressure at a building site is 5,500 psf. Determine the plan dimensions…

A: Total Dead Plus live load = 800kips = 800 x 10 3 Pound Isolated Footing of Square dimension mention…

Q: Two tangents converge at an angle of 30° and is connected by a reverse curve of equal radii. The…

A: The given data is shown below: Convergence angle=30°Perpendicular distance=159.5 mCentral angle of…

Q: H.W.13: For a simply supported beam with span 6.0 m, determine the area of steel required to…

A: Given- Span - L = 6m b = 350 mm d = 550 mm Assume effective cover is 50mm Therefore value of…

Q: Analysis of Thin Cylinder Question 7 Water is flowing in a pipe of 200 cm diameter under a pressure…

A: Given- Pipe diameter d=200 cm = 2 m, Pressure head h=10,000 cm=100 m, Thickness t=0.75 cm=0.0075 m,…

Q: Identify which of the four types of shown masonry blocks shown below might be used for: A fire rated…

A: Split-face brickwork is a desirable material in commercial construction projects because it is…

Q: SITUATION 1.1 The deepest point in the ocean is 11,034 meters in the Mariana Trench in the Pacific.…

Q: Determine the reaction at B, C and E 10 k 20 k Rk 1/

A: Given : This is a problem of Structure analysis where we are asked to determine the reaction at B,…

Q: 3 m 30 KN/m 6 m 3 m

Q: SOLVE FOR EACH FORCE MEMBER OF THE GIVEN TRUSS. (USE METHOD OF JOINTS) E P₁= 30N P₂=15N P₁ A F 3 m B…

Q: (3) For the soil profile shown, calculate the total vertical stress, (ov) effective vertical stress,…

Question

H.W6: 1- discuss the stability and determinacy of the following structure
2- Draw N, V and M diagrams for part BCD
A
2m
F
water
4m
G
2m
B
water
HCI
E
2m 2m
+
2m
12m2r
2m
D
4m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Pb-3.
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The depth of the compression block is _mm. A. 136.00mmB. 146.00mmC. 126.00mmD. 156.00mm
Problem 14 , 3 parts ....plz solve all parts I vll upvote
Prblm 4c,
Question:- A 7.5 meters long simply supported structural steel beam carries two concentrated loads P at every third points. Use A 572 Grade 65 steel with Fy=448.18 MPa. The beam is W310x23.8 section having the given properties. A=3040mm² d= 305mm tw= 5.6mm bf=101mm tf= 6.7 mm Ix= 43x10⁶ mm⁴ Iy=1.2x10⁶mm⁴ a) Calculate the allowable bending stress of the compression flange of beam 7.5 fully supported against lateral movement. b) Based from the previous question, calculate the value of concentrated load P that the beam could support safety.
Two 10”-15.3 lb channels are welded together as shown in the figure. Find themoment of area of the upper channel about the horizontal centroidal axis xo of the entire section. Use Table 6-6.2 on page 199 of your textbook for the properties of channels.
(2) sz The bar ABCD is fixed at A by a pin and supported by two wires as shown in fig. the bar is subjected to aload of 75 kN at D. the relation between the movement of point N BtoDis TSN 36B =2 8D 26B =3 6D 8B =4 6D None of all these 26B = 8D O OOO0O0
he support bracket for a water pipe that brings water from the city water systeminto the basement of DeMoss Hall needs to be replaced since it was originally improperlydesigned. An ENGR 315 class is contracted to determine the proper forces in the x and ydirection on the redesigned support at C. Water from the city line flows into DeMoss Hall in a 2-inch diameter pipe at A at 20 ft/sec and pressure 20 psi. The weight of the piping system andenclosed water is 110 lbf. The specific gravity of the water is 62.4 lbf/ft3. There are no minor ormajor losses used in the system analysis. Determine the x (horizontal) and y (vertical)components at support C. The figure is based on a vertical view of the system.
Rigid members ABC and DEF are joined bysteel (Es = 180 GPa) links BE and CF. The steellinks consist of rectangular plates with crosssectional dimensions 25x35-mm. Determine:a) the change in length of BE and CFb) the distance between pts. A and D after theloading is applied. Pts. A and D are 240mm apart prior to the applied loading.
3. Two 10”-15.3 lb channels are welded together as shown in the figure. Find themoment of area of the upper channel about the horizontal centroidal axis xo of the entire section.
the bridge truss shown is to be subjected to moving loads. L= 8m, P=0kN, theta = 50°
A support is a fixed support, B is a movable support, and the distance of the cantilever in both directions is given as 3 m, triangularThe normal force (N), shear force (V) of the frame system acting on distributed loads, uniformly distributed loads and single loads.draw bending moment (M) diagrams? (AC = 1m, CD = 2m, Console overhangs: 3m, OD = 4m, OE = 4m,BE= 2m)