The simple span carries concentrated loads P and Q. If the deflection at the free end is 7 mm downwards, what should be the equal values of the two concentrated loads (kN)? Use EI = 24 x 10 ^12 N.mm^2 . (Two Decimal Places) The simple span carries concentrated loads P and Q.RA2mPĮ^ †RB1 mB 1.5 mCIf the deflection at the free end is 7 mm downwards, what should be the equal values of the two concentrated loads (kN)? Use El = 24 x 10^12 N.mm^2. (Two Decimal Places)

Answered: Image /qna-images/answer/b2bed021-7445-48b1-9e84-e12a34a24e4a.jpg

Answered: what should be the equal values of the…

Engineering

Civil Engineering

what should be the equal values of the two concentrated loads (kN)

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: Name the 4 types of Processes involved in processing of timber. And give brief information on…

Q: Question 1) For the overhanging beam ABC given in the figure below; a) Obtain the elastic curve…

A: As per the Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: A 50 cm square prestressed concrete pile will be driven 20 m into the soil profile below. (water…

A: Given: A_b = (50 cm)2 / (100 cm/m)2 * pi / 4 = 0.196 m2 c' = 4 kPa (using ϕ= 28 deg) N_c = 14.7 N_q…

Q: PROBLEM NO. 2 Design a one-way slab having a simple span of 3.5 m. The slab is to carry a uniform…

Q: Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be…

A: The below structure is given; Where, P = 440 N

Q: A rectangular bar of initial cross-sectional area 50 mm² and length 2 m is subjected to axial…

A: A rectangular bar- Initial cross-sectional area A=50 mm2 Length L= 2 m, Axial compressive force F=50…

Q: Consider the following closed-polygon traverse. Course Length (m) Interior Angle (Right) AB 519.674…

A: The coordinate method involves measuring the coordinates of the vertices of a traverse The DMDs…

Q: calculate the maximum deflection using double integration

A: Given data in question Load P Span L To find out Maximum deflection using DIM Note Constant EI

Q: PROBLEM 3: An in-line flow nozzle is to be used to measure the flow of ethyl alcohol (v = 1.52 x 106…

A: The dynamic viscosity, ν = 1.52×10-6 m2/sec The density, ρ = 789 kg/m3 Diameter of pipe, d1 = 50mm…

Q: A cantilever beam of length 6 m carries a gradually varying load, zero at the free end to 2kN/m at…

Q: A compound curve with R1=390.32 m, R2=174.20 m has a central angle of 12° and 20°, respectively. The…

Q: Using = 0 analysis and assuming planar failure as shown, the minimum factor of safety against shear…

A: Height of vertical cut h= 4 m, Pure clay, cohesion C=120 kN/m2, Saturated unit weight- γsat=20…

Q: 3) Two ASTM A992 (HSLA) steel plates are joined with two splice plates and twelve 30 mm diameter…

A: The connection used to join 2 steel plates with two splice plates = 12-30 mm diameter bolts The…

Q: "Your water and your health" An advertising flyer from the local water district gives the following…

Q: b) Find the vertical deflection at the hinge of the following structure using the virtual work…

Q: Compare the strain energy stored in a beam simply-supported at each end andcarrying a…

Q: True or False? A singly reinforced section will have on layer of steel bars in the compression zone.

A: Beam or Section:- A beam is a structural component that supports all vertical loads and prevents…

Q: The square footing shown below must be designed to carry a 294 kN load. Use Terzaghi's bearing…

Q: fe=20.7 MPa and steel strength fy = 275 M 3.80 kPa (including weight of slab) and 2.90 e the…

A: Given:- slab reinforcement =12mm clear cover =20mm f'c=20.7MPa fy=275MPa To find:- positive and…

Q: 2) Calculate the stresses and strains in the x, y and z directions for this aluminum block. For…

A: The aluminium block is given as E = 70 GPa ν=0.33 To find:- Stress and strain in x, y and x…

Q: 3- The tensile force on the AB cable is 3 kN. Find the moment of the cable force acting on point A…

A: The Unit vector is given by Mo ; Mo = rOA × F Where ; rOA = 1.6i + 2k F = FAB AB|AB| =3 0.8i + 1.5…

Q: AF 5 m I 200 KN B + 100 KN 10 m 21 E = constant = 250 GPa I=600(106) mm4 с + 5 m I D

Q: 2-Force couples with an intensity of 100 N at the lowest level of the rigid body shaped to the side…

Q: Problem 1-3: All stirrup information is provided, including spacing. You will find the resultant…

Q: Draw the shear and moment diagrams for the following beams.

A: Draw shear force and bending moment diagram.

Q: Determine the reactions at the supports A and B and the spring force and draw the bending moment…

A: Calculation of Reactions at Supports and spring frorce at D and drawing of BMD### USING…

Q: • HW// . . Q3/ Use the Muskingum Routing method to route the following hydrograph. Knowing that the…

A: Muskingum Routing method Given that K = 24 hr x = 0.2 ∆t = 12 hrs

Q: The maximum attainable dry unit weight of the soil 21 kN/cu. m and the minimum attainable dry unit…

Q: A 6m simply supported beam AB carries 2 concentrated downward loads of P=40KN each placed at third…

Q: Determine the soil loss for a field at your present location if K = 015, l = 91 m, s = 10 percent, C…

A: Given: A field for which K = 0.015, l = 91 , s = 10%, C = 0.2 and upslope and downslope farming is…

Q: crete tank shown in Figure 4 is 80% full of water with 340 mm wall and floor eight of the concrete…

A: Given:- 80% full of water 340mm wall height =3m D=4m To find:- Volume of concrete tank Concentrated…

Q: Please draw box diagram according to table 1 Please mark the critical path in the diagram. The first…

A: To draw- a) Box diagram b) Critical path

Q: Q- The minimum shear stress in a hollow shaft of outer diameter 40 mm and thickness 5 mm subjected…

A: outer diameter 40 mm thickness 5 mm torque = 10 Nm.

Q: If the average run-off depth i è maximum run-off depth in a Om long and 40m wide, the a gation…

A: Given:- average run off depth = 80% L=400mm b=40m Irrigation current =10m3/min irrigation depth =…

Q: A masonry dam has a coefficient of permeability in the vertical and horizontal directions of…

Q: The uniform 200-lb beam is initially at rest when the forces are applied to the cables. Set F₁ = 140…

A: Weight of the beam, w=200 lb Forces, FA=140 lbFB=240 lb

Q: Q3) A 2 mx 3 m spread footing placed at a depth of 1.75 m on a clayey sand soil with a unit weight…

Q: The members of the truss are 25mmx50mm in cross section. Determine the maximum load P that can be…

A: we have to determine the maximum load P

Q: A steel strip is clamped at left end and supported by a spring at right end. The spring has a…

A: Length(L)=200mm I=bd312=5×10312=416.67mm4E=2×105N/mm2K=3 N/mm To find The deflection at right end…

Q: Q6: Consider the figure below, the cross sectional area A of a gutter with equal base and edge…

A: Given , A= 4 sin@(1+cos @) (θ= @)

Q: What commercial size (in mm) of new cast iron pipe shall be used to carry 6214.8 gal per min with a…

Q: PROBLEM NO. 1 A doubly reinforced concrete beam has a max. effective depth of 630 mm and is…

A: The effective depth of the beam = 630 mm The total factored moment = 1062 kN-m The compressive…

Q: A circular shaft subjected to torsion undergoes a twist of 1° in a length of 120 cm. if the maximum…

A: A circular shaft under torsion- Twist θ=1o Length L=120 cm, Maximum shear stress- τmax=1000 kg/cm2…

Q: 12.8. A portal frame made from members of equal plastic moment of resistance Pl/2 is loaded as shown…

Q: Q3. Four rigid bars (ABC, CDE, EFG, AG) are connected by internal pins at A, C, E, and G. The…

Q: Calculate all nodal displacements and all member forces for the truss. Use A = 0.0015 and E = 200GPa…

A: we have to calculate all nodal displacements and all the member forces for the truss A=0.0015 m2…

Q: A Steel Cable used in a suspended roof system has an allowable tensile stress of 250 ksi. It must…

Q: Compute the design strength of the doubly reinforced beam shown assuming. fy = 60,000 psi and f. =…

A: T-beam with doubly reinforced section fy = 60000psi f'c = 5000psi

Q: Q,28 A plane frame ABCDEFGH shown in figure has clamp support at A, hinge supports at G and H, axial…

Q: 3. A soil sample has a bulk unit weight of 19.6 kN/m³ and a water content of 10%. The value of Gs…

A: we have to calculate the water content

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

The simple span carries concentrated loads P and Q.

If the deflection at the free end is 7 mm downwards, what should be the equal values of the two concentrated loads (kN)? Use EI = 24 x 10 ^12 N.mm^2 . (Two Decimal Places)

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: Now first write the given data in the question

VIEW

Step 2: Now calculate support reaction and equation of moment at section x-x

VIEW

Step 3: Now using double integration/mecaulay's method

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 3 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

#1. DETERMINE THE OF THE TRUSS UCE E = HORIZONTAL BY 10,000 kri A = Cein ² 4₁ = 4PT L₂ = JFT L3 = 12FT P = 44K DEFLECTION VIRTUAL AT JDant c work тетного 4FT B SFT 12 FT
2 kip/ft 40 kip-fl C B 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: E = 29000 ksi G = 10000 ksi !3! • A = 12.6 in2 • | = 428 in Which of the following is closest to the deflection of the beam at point C? O-1.02 in -0.113 in O -0.043 in -0.719 in
A Ignore Internal Strain Energy due to axial load and shear. V A (pinned) 15ff 2 k/ff V V V C (hinge) 15 ft NO € (pireed) 1(A) = St 20 ft EI= constant E = 10,000 ksi I = 2,500 in M₂M - dx ΕΙ Find Horizontal Deflection EI=Constant E = 10,000 ks: I=2,500 in 4 On 6/9 at joint D using victual work 0
> A Pinned- T -15 ft- 2 k/ff V V Roller утв -6ff- EI = Constant E = 29,000 ksi I = 3,500 in 4 Find: Maximum Vertical Deflection in the beam Method Ć unsupported joint using conjugate beam 2/9
The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa;/= 370 × 106 mm4]. For the loading shown, determine the beam deflection vc at point C. Assume P = 63 kN, w = 23 kN/m, LAB=LBC= 3.9 m, LCD-2 m. "| W C LBC Answer: Vc= LAB B mm. LCD X
Hinge W B C D E Hinge 0.47 m 0.47 m 0.47 m 0.47 m 23 mm 14.7 mm A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 2.1 mm. Use E = 200 GPa.
The rigid bar AD (figure STR-4) is supported by two steel wires of 1.5mm diameter (E = 200 GPa) and a pin and bracket at D. Knowing that the wires were initially taut. Determine the following: a. The additional tension in wire BE when a load P=900 N is applied at D. b. The additional stress in wire FC when a load P = 900 N is applied at D c. The corresponding deflection at point D.
Calculate Maximum Deflection for Beam 4 Use E = 25 GPa The section B4 is 200mm x 350mm Total DL = 14. 166 kN/m Live Loads: 2.533 kN/m WU = 21. 052 kN/m 1.5m 5.5m C3 C1 GB1 B2 S2 B4 OPEN B3 C2 C1 GB2
The rigid bar AD is supported by two steel wires of in. diameter (E = 29 x 8 in. 106 psi) and a pin and bracket at A. Knowing that the wires were initially taut, determine (a) the additional tension in E 10 in. B each wire when a 220-lb load P is applied at D, (b) the corresponding deflection of point D. 12 in. 12 in. 12 in.
Determine the safe span that a 100 * 150 mm purlin would have if it has a spacing 800 mm on centers, to carry a roof load of 60 Pa and a wind load of 1.4 kPa acting on the vertical surface. Allowable bending stress is 10 MPa and the allowable horizontal shearing stress is 0.4 MPa. The allowable normal deflection is 1/360 of span. Weight of purlin is 5 kN/m3 and E= 17.3GPa
Determine the Vertical Deflection at the hinge. The elastic curve may be right or wrong. Indicate the negative sign if the answer is downward Determine the Vertical Deflection at the hinge 1O Kt E 29X103 Ksi I= 80 in4 5 k 6K O-8T internal hinge ー.2エ 3'
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1780 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 230 kip-ft, P = 24 kips, LAB = 5.2 ft, LBc = 7.8 ft. %3D MA A В C LAB LBC