P = 15 KN 8m 9m W = 27 kN 21m 63 F = 8,000 N Show fbd and comp sol. Forces acting on a 1-m length of a dam are shown. The upward ground reaction varies uniformly from an intensity of p₁ kN/m @ A to p2 kN/m @ B. Determine p₁ and p2 as well as the horizontal resistance (reaction) to sliding.

P = 15 KN 8m 9m W = 27 kN 21m 63 F = 8,000 N Show fbd and comp sol. Forces acting on a 1-m length of a dam are shown. The upward ground reaction varies uniformly from an intensity of p₁ kN/m @ A to p2 kN/m @ B. Determine p₁ and p2 as well as the horizontal resistance (reaction) to sliding.

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: 8 ft 6 ft· 20 k D↓ -6 ft B 20 k -6 ft- E 15 k -6 ft- Case #1: Find ABy and ACx EA = constant E =…

A: Find: Vertical deflection at B and horizontal deflection at C

Q: The ca jas z- 10GP3, has othe fos ortatA ASC EN

Q: Tmax 19 (Ox, Txy) 0₁ ON 0₂+Oy 0,20 2 (0₂₁ Tyx) ₁ and 2 are 64 and -9 respectively. Locate the centre…

Q: Hw Lar the Soil Set Showwn, Soilo 30 cm Olt, lo, he @all ponts 36 Cm 10 10 cm O Pw.P @ Ports B,…

Q: Strain and Stress

Q: LQ.5: Calculate the force in member GC "Fgc = 24 kN " Tension O %3D %3D "Fgc 27 kN "Tension O %3D…

A: Given that:

Q: P.-P. (1+1)" WD. - P.x Cxt+ WD P-0.SCApu A 60 MLD water treatment plant has 4 mechanical…

Q: d doil Find the dhear dtrongth Cohesion =So kpa, ne mal ress-140kPa =30

A: This question is related with geotechnical engineering . In this question we are provide with value…

Q: 3D5x3 -10x-V3 5(х-2) %3D 1/3

A: Simple calculation taking commons

Q: 1=200,000 wpa Fy= 250 mpa A = 3929 mm² ty = 12.7 mm Ix= 53.7 x 10mm¹ x = 117 mm Propertia of Channel…

A: Properties of channel section and W section are given

Q: For the following items, assume: P = 66 (KN) w = 9 (kN/m) L = 5 (m) ITEM 1: SHEAR AND MOMENT OF…

Q: For the same beam and loading shown, what is the slope at Point A?

A: We will be using method of superposition Slope at any point will be algebraic sum of all the…

Q: Mmax <=

Q: 5- y = logs sech(5x)

Q: Draw The plan and Find TF and FF?? Activi Depends on Dura ES EF LS LF TF FF A 4 ------- B А 2 В.F…

Q: From the given plan, using class A mixture, Determine the total number of bags(40kg) of cement for…

Q: mune void ratio ven peresity 0-347

A: Given data : Porosity (n)=0.347

Q: f=35 Mpa Pe-68AN by -35 Mpa Find sec. dimensionsLAS

A: Solution:- Given data fc=35 MPa, andfy=350 MPa To find , sectional dimension and area of steel =?…

Q: 1.Determine V&M equations and diagrams 300 lb 80 Ib/ft A ID to TB 4 + 8' 6' Ay Су Shear diagram

Q: How to get that M1??

A: To find:- How to get that M1??

Q: N Com 190 KN B /C 15DKN 80kN ,70 KN 15m Calculate the force in member D, ET EG

Q: (4) 8 10 Uncracked. Mer = ? +-k M = 10 ftop = ? foot = ?

A: Bending Moment The Section given is uncracked section .

Q: • Part A A plantic strip having widh ofmend a mass of 300 ghoon n (En pases betaen t layen Aand Bol…

A: μ = 6.24Ns/m2

Q: write the stePs to Prove the follo wing Law.. %3D B. 2H JI ( कि- तिहो तार ।

A: Given data in question Equation of Coutte flow To find out Derive the relationship Note Coutte…

Q: Explain the following terms in 6-7 lines minimum. a) Bishop Simplified Method b) Critical Factor…

A: 1) This is the method used in stability of slopes. 2) The Bishop simplified method uses the method…

Q: 4. TITI 10' 20 kips 10' 1 max = Ama Max =

A: Given data:-

Q: F1 F2 C F3 a A B F4 D Consider the following values: - F5 a - 25 m; b - 5 m; c - 25 m; d - 5 m; F1 -…

Q: Determine value of Re

A: Given data : Point load FB=10 kips Point load FC=20 kips Point load FD=15 kips To find : Reaction…

Q: AcL Cuzs Cam BD= 115 DF.75 FH= 25 left G12.75 HA IS right AB=0 CD=.5 Middle CF-S GH=0 (middle 27ราร…

Q: Problem 3 Compute the nominal compressive strength of the member shown. Use the theoretical value…

A: Given Data:Member HP 16×121 A572 Grade 55Length of member = 14 feet To…

Q: W = 1 KLF zo ft (m\requid diw.mm 8 of E=30000 ksi I= 15.000 in Mmax= A max = For all questions

A: Given A beam Required Maximum moment and deflection

Q: The shout leas sf four G"x 4" x " angles ane Connected to plate and angle grinder value of Tx a veb…

A: Everything from individual particles to the tallest structures to a hurrying stream encounters…

Q: help me with the free body diagram of this picture

A: Given :Required :Free body diagram

Q: Design Span = 6m Design Pressure fe' fy CC a = simply supported solid one-way slab. vism = 8kN/m² =…

A: Answer One way slabs are designed as rectangle beam having large width to depth ratio. We need to…

Q: B 3 ft 6 ft A 3 ft Draw SFD and BMD

A: Find the reactions consider ∑Fy=0VB+VA=12(3)(600)+600(6)+12(3)(600)as it is symmetrical beam…

Q: 1. Find dy if + Sin xy

A: Consider the given equation y2=x2+sinxy Calculate dydx of the above given equation dy2=x2sinxydx…

Q: How to get that M1?? explain please

A: To find:- how we can calculate M1

Q: (2 2' 3 4 8570 PROBLEM 1 2720 3580 1500 (A 202 1 2 The Figure on the right is a 2nd Floor Structural…

A: To find one way or two way slab

Q: Note! Ignore the beam weght Draw the fre body day - Hho given beam fired 2.

Q: Situation 5. Determine Ix amd ly. 12" 6" 12" r=D4" r=6"

Q: h = 10⁰ -xx=666 in ly=426 in 21'-0" 28-0 L=? 1. Given the allowable stress table for wood timbers…

A: b = 8 in h = 10 in Ix = 666 in4 Iy = 426 in4

Q: Determine SFD and BMD Hinge Hinge 10 k 4 k/ft 4 k/ft 100 k-ft 6 k/ft 10 k 6' + 6 * s + s + s' +o *…

A: Since bending moment at the hinge is zero Take moment about C hinge from RIGHT side -100 -…

Q: Determine the critical time te (days) for the DO of the river. Calculate the minimum DO…

Q: @ * 30" 16" 14" 16" 6" Uncracked. M = 60 (1) ftop ?? (2) f bottom=? ft-k

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

need fast, show fbd and comp sol

P = 15 KN
8m
9m
W = 27 KN
21m
63
F = 8,000 N
Show fbd and comp sol.
Forces acting on a 1-m length
of a dam are shown. The
upward ground reaction varies
uniformly from an intensity of
p1 kN/m @ A to p2 kN/m @ B.
Determine P1 and p2 as well as the horizontal resistance (reaction) to sliding.

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 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

What is the total length of extra bars at the midspan as shown below, se0 mm 500 mm 500 mm 1:00mm 0.30 L1+ +030 L2 s2 52 0.50L1- 0.50 -L1=7.50 m- L2 =3.00- -0.50 FIGURE 1. Reinforcement Detail MINIMUM DEVELOPMENT LENGHTS AND LAP LENGTHS MIN. LAP LENGTH en mpres 51 BARS MIN. DE VELOPMENT LENGTH 52 210 diameter in mm. 51 12 375 00 16 210 100 440 O 7.5 NONE OF THE CHOICES O 3.75 O 85
19 611 4C members are in tension or compression ಪುಟ 1 Sati PARTY SONG OR GO A GRAD " kund 4 AD SA RI GA
A. sketch the joint and the members that can be define by the following STAAD editor code? joint coordinates 10 0; 2 0 3; 3 4 3; 4 4 0; 5 8 3; 6 8 0; member incidences 11 2; 2 2 3; 3 3 4; 4 3 5; 5 5 6; supports 146 fixed load 1 loadtype none title load case 1 joint load 235 FY-10
Please complete table and show solution
Prove that: (1): @sat n Gs (1-n) 5
↓ (MAB + MBA) 15 (MCD + MDC) 10 2MB + 2MBA + 3MCD + 3MDC How is equation simplified - 8 = 0 = -240
4. For the trugs shwn below, identify aäy and all zero førce thembers by placng ak*0" next to or thbugh that member. D
Q=80R (#户 2' USING THE 2:1 METIDD FIND AT @6 BELOW THE BOTTONM of FTG?
O photo_2021-02-0... > Find T.D & C.P for the fo llowing Project At. A B/C DIE G 4 6. 7 Dur. Followed by c,D C,E Gf a II
Pls ans quickly dear Sir/ Madam Thanks eng
Date: A 60 cm square gate has its fop edge 12m belaw the water surfa ce. It is on g 45 ang le and iHS bottom edge is hinged as Shown in figure below . What for ce P is needed to just open the gate ? hes 0CM 1 8. 10 water ACH 45°
FOR ALL PROBLEMS, DETERMINE THE AFD, SFD, AND BMD MAKING SURE To SHOW AL WORK REQUIRED To OBTAIN EACH DIAGRAM. 2 kip B 20 204 200 lb. ft. 200 Ib. ft. ET 15' E