Answered: 3.87 ft D 9 ft B. 513ft 90 lb/ft -13.5.…

Engineering

Civil Engineering

3.87 ft D 9 ft B. 513ft 90 lb/ft -13.5. 18 lb ft -4.5 ft ●

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: The spool has a mass of 60 kg and a radius of gyration ko= 0.280 m. (Figure 1) Figure Part A A 0.3 m…

Q: Calculate the value of the integration constant C4. Enter your answer in kNm2 to three decimal…

A: Given:a=b= 5mq= 5kN/mRequired:Value of integration constant C4

Q: Q6/The average monthly inflow for a niver are shown in the table below. A-Draw flow duration curve…

Q: Q.. At a point in' a structural member, trianial stresses домра experienced as follows. (A) are…

A: As per question,To find(a) Determine the magnitude of principal stress and maximum shear(b)…

Q: Water flows from a lake through a 300-m-long pipe having a diameter of 300 mm and a friction factor…

Q: PA PL ¹½/2 x 6 3″ 2 PL ¾/16 x 3 P

A: Tension member splice is made with weldsThe inner member is a and each outer member is a The live…

Q: Problem 3 The plan and elevation of an earth retaining structure used for support excavation is…

A: q= load surchargespacing of HP piles=20ftHeight of pile=15ftHeight of water table =9ft =H2H1=6 ft

Q: c→B 0₂ a≤ b, c =√√b(L+ a) 0₁ Wac² 2LEI L+b L+a Wab L Wac³ 3LEI 88 (at position c) (under load)

A: UKB 457 x 152 x 82 I = 366,000,000 mm4 E = 2 x 105 FIND1- Calculate maximum deflection of the…

Q: Solve the reactions of the support by Double Integration and Three Moment Equation.

A: To determine:The reactions of the support by Double Integration Note: Since you have posted multiple…

Q: 10) A 10.75 cm diameter steel pile is driven 25 m into stiff, insensitive clay. The pile has an…

A: Given;Diameter of pile (d) = 10.75 cm = 0.1075 mLength of the pile (l) = 25 mFriction capacity (fs)…

Q: cross section shown, calculate the moments of inertia with respect to both centroidal axes. Please…

Q: The manometer of figure is tapped to a pipeline carrying oil (sg = 0.85). Determine the pressure at…

Q: A 62.6-kN vertical load P is applied at the corner of the square cross section of the steel…

Q: 54. True or False: It is acceptable to place concrete on frozen soil subgrades so long as the…

A: According to the American Concrete Institute (ACI), cold weather concreting is defined as a period…

Q: The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E= 200…

A: Given:Required:Deflection at B due to UDL

Q: The water level in a tank is 15 m above the ground. A hose is connected to the bottom of the tank,…

A: Determine the maximum height to which the water stream could rise.Note: 1atm = 101325 Pa

Q: What are the possible Introductions to SDGs or Sustainable Development Goals in your own words?

Q: Estimate the reduction in bacteria during the passage of wastewater that initially contains 106…

A: Initial Concentration = 106 org per ml V1 = 10000 m3 V2 = 20000 m3 V3 = 6000 m3 K = 0.1 per day Find…

Q: The water level in a tank is 15 m above the ground. A hose is connected to the bottom of the tank,…

Q: Given below are the ordinates of 4 h unit hydrograph of a basin in m³/s at one hour intervals. What…

A: Given the ordinates of 4 h unit hydrograph of a basin in m3 /s at one hour intervals. 4, 25, 44,…

Q: Explain the meaning of stresses σyy and σxy . Use diagrams to explain

A: Stress is defined as the intensity of force, F, at a point.σ = ∂F/∂A as ∂A → 0,where A is the…

Q: 8. A stress element dia is shown in fig. compute the normal. t shear stress on plane. Ar. (a) втрат…

Q: From the figure shown a double lap splice of a bearing type connection with the threads excluded…

Q: Ex. Drive the Bernoulli eg. For the fig. show the discharge flow 0.5m3/sec and find h density of…

A: Given data - pw = 1000 kg/m3 phg= 13600 kg/m3 Q = 0.5 m3/s Find out - Value of h ?

Q: A column in the upper story of a building is subjected to a compressive load from the following…

A: D = 308 kNL = 170 kNLr = 187 kNW = 197 kN To determine:a) factored loadb) Required design strength…

Q: Design a rectangular concrete box culvert with a length of 40 m and a ratio of B=1.5D to carry a…

A: The objective of this question is to design a rectangular concrete box culvert based on the given…

Q: El.0 m -2.5 m -3.5 m-W.T.V -5.5 m - -11.5 m TIK Building TIK TIK Rock stratum Soil profile TIK TIK…

A: Additional stresson the clay layer due to building=150kN/m2to find the settlement of clay layer

Q: The uniform 59-lb slender rod is subjected to a couple moment of M = 100 lb ft. (Figure 1) Figure ▼…

A: Weight of slender rod W=59 lbApplied couple M=100 lb-ftTo find:-The angular velocity of the slender…

Q: A 6 h storm produced rainfall intensities of 7, 18, 25, 12, 10, and 3 mm/h in successive one hour…

A: A 6 h storm produced rainfall intensities of 7, 18, 25, 12, 10, and 3 mm/h in successive one hour…

Q: At 140 KPA, the soil's effective normal stage has a void ratio of 0.55. The soil's compression index…

Q: Possible Introduction about SDG's or Sustainable Development Goals (6,7, 9, 11, 12, 13, 15) at least…

A: Introduction about Sustainable development goals

Q: A load of P = 50 kN acting at an angle of ß = 32° is supported by the structure shown. The overall…

Q: The maximum bending moment induced in the beam loaded as shown in figure is KM, then the value of Ik…

Q: 1) Calculate maximum deflection of the beams. 2) Check the suitability of the section assuming the…

A: UKB 457 x 152 x 82 I = 366,000,000 mm4 E = 2 x 105 FIND1- Calculate maximum deflection of the…

Q: The 180-lb man climbs up the ladder and stops at the position shown after he senses that the ladder…

A: Given :-Weight of man =180 lb Inclination of ladder=θ= 60°Consider the free body diagram of the…

Q: Sample Problem 3: A lap joint shown is bolted with an A325 bolts having a diameter of 22 mm and A572…

Q: 2. The strength of soil is a. the total stress at failure the effective stress at failure c. the…

A: strength of soil is known as?

Q: (i) A site is using a concrete where the unit content of water, cement, sand and coarse aggregate…

Q: From the given Station 5 + C120+ SN 382) Cross Section the proposed barangay of th 6-45+ SN82…

A: 1.

Q: What can be done to make use of saline sodic soils more sustainable

A: Saline-sodic soils are soils that contain sufficient soluble salt to adversely affect the growth of…

Q: Problem 1. Find the stresses in members BC, BD, and CF for the truss shown in Fig. P-1. Indicate the…

A: Cross sectional area (A) = 1600 mm2 Determine the stresses in members BC, BD and CF for the truss.…

Q: You are watching a new bridge being built near your house. You notice during the construction that…

A: Given dat - Li =220 mTemprature difference = 21°C Find out -The height to which the spans rise when…

Q: H.W 1- The floor beam in Fig. below supports nonstructural elements not likely to be damaged by…

A: Given,Live Load, L.L. = 21 kN/mService Load, S.L. = 12 kN/mfc' = 25 MPafy= 400 Mpa

Q: The 600 mm pipe shown conducts water from reservoir A to a pressure turbine, which discharges…

A: Head lost from A to 1 = 5 x velocity head in pipeHead lost from 2 to B = 0.2 x velocity head in…

Q: Select the value of Cs to use for the edge of a 2'x20' flexible strip footing. Table 7-1 Values of…

A: cs values for different foudations are given as followscs value for flexible strip footing of…

Q: 5. A CPT sounding is carried out at a site. The water table is found to be 2 meters underground. A…

A: Water table = 2 metersThe raw cone tip resistance for the layer isThe sleeve friction resistance…

Q: A 6 h storm produced rainfall intensities of 7, 18, 25, 12, 10, and 3 mm/h in successive one hour…

A: A 6 h storm produced rainfall intensities of 7, 18, 25, 12, 10, and 3 m/h in successive one hour…

Q: • A roadway segment with two lanes of traffic was monitored for speeds over a length of 1 mile. 10…

A: number of vehicles sampled=m=10distance=d=1mileLane 1…

Q: Determine the reactions at the supports for the structures 25 kN/m 15 kN/m Hinge 10 m Hinge 15 kN/m…

A: Given :

Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

Question

determine the internal shear force and moment acting at point D in the beam

(Hand written and clean writing please )

3.87 ft
D
-9 ft
B
513+
90 lb/ft
-13.5-
18 lb. ft
-4.5 ft-

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: Given data

VIEW

Step 2: Determining the support reactions.

VIEW

Step 3: Determining shear force and bending momennt at D.

VIEW

Solution

VIEW

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

For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 850mm bw = 400mm tf = 100mm d = 400mm ニ d' = 100mm fc' = 32MPA %3D fy = 400MPA As = 8 - 32mm bars ニ The answer is kN/m Pu = 20 KN %3D bf 3Pu O-50 Pu 七キ Wu 5m As 13 + bw *
Integrate the following: ,S (xª – 5x³ + 6) dx - 1. 6. su(1 – dx 2.
calculate(design) the section of steel beam below. assume any needed information k9/m2 D=400 K%/m D,L L-300 AM 4m Hm C E=10./m2 ebo Mmor=9ullst 37 max
Given: H 8kips K, ZK. 1- 20° R₁ RIGID Find: R K₂ 777 R₂ 20¹ K₁ = K₁₂ = K₂ = 1 KIP/in , R₂, Rs K3 R3
in simply supported beam shown in fiy. use: Pey- loe sin 4t Yes-4-) %3D Pet) %3D m = 50 per unit length C = 150 EI=65 l0 IL.in? L/2 L/2
1- For the beam shown in the figure below: aReplace the loading system with an equivalent resultant force and couple moment at point A. b) Replace the loading system with an equivalent resultant force and couple moment at point B. 650 N 30° 1500 Nm TH 300 N -3 m- -5 m- 500 N 60 -2 m
Q2/ For the 5.0Om simply supported beam having fc=20MPA and fy-420MPA, calculate the deflection due to dead load. the service dead load on beam, not including own weight=15kN/m. 600m Asu1000mm .... 100mm 100mm- -100mm 400mm
qu 3.73 A 12-ft beam is loaded in the various ways represented in the fig- ure. Find two loadings that are equivalent. 200 lb 200 lb 200 lb 200 lb -12 ft- 600 1800 lb-ft 1800 1800 (a) Ib-ft Ib-ft (b) (c) (d) Ib-ft () oninnseolog Inmi2-offled s ao nviorle as on 29o10ol 99ndT T. melv fo 1200 lb alog arlt (d)A to r9200 lb-1o slevpe 200 lb up 200 lb 200 lb odt li olos lo ond zii lo nodootni lo Inioq srdt bas to Inioq ot bs 26 99 to or 1800 600 1800 o 600 lb-ft Ib-ft (h)ons lb-ft (e) into olb.ft (e) inlqo Et ab f) ini Jrusilu291 o lo noi (g) lo Fig. P3.73
For the given properties of the beam below, determine the safest wu that the beam will carry. bf = 850mm bw = 400mm tf = 100mm %3D d = 400mm d' = 100mm fc' = 34MPA fy = 400MPA As = 8-32mm bars %3D The answer is kN/m Pu bf キ 50 KN (Factore d) load Wu As t. A 5m + bw +
concrete : C20 steel: S420 h=550 mm b=350mm steel rebars : 5Φ18
Compute the compressive strength of a WT 12x81 of A992 steel. The effective length with respect to the x-axis is 25 feet 7inches, the effective length with respect to the y axis is 20feet, and the effective length with respect to the z-axis is 20 feet WT12X81 A 23.9 t₁ 1.22 ly 221 d 12.5 k des 1.72 J 9.22 bf 13.0 y 2.70 Cw 43.8 tw 0.705 293
SLA cantilever beam shown in Fig, with rectangular section shown. Its carry uniform load wand concentrated load Pa 12 KN, F-0.5. a- Calculate the instantaneous and 6- years long-term deflections at free end b - Check the deflections with ACI-Code limitations. 12 stirrups 60 29 L 2 29 K-bw Wa w, kN/m? h, mm mm 21 350 210 1.75 6.25 4.4 450