EBK STRUCTURAL ANALYSIS
6th Edition
ISBN: 9780357030974
Author: KASSIMALI
Publisher: VST
expand_more
expand_more
format_list_bulleted
Videos
Textbook Question
Chapter 5, Problem 53P
For the beam shown: (a) determine the distance a for which the maximum positive and negative bending moments in the beam are equal; and (b) draw the corresponding shear and bending moment diagrams for the beam.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
*13-12. The control linkage for a machine consists of
two L2 steel rods BE and FG, each with a diameter of 1 in.
If a device at G causes the end G to freeze up and become
pin connected, determine the maximum horizontal force
P that could be applied to the handle without causing
either of the two rods to buckle. The members are pin
connected at A, B, D, E, and F.
P
12 in.
C
G
F
B
2 in.
E
4 in.
4 in.
A
D
+
-15 in.-
+
-20 in.-
13-31. The steel bar AB has a rectangular cross section. If
it is pin connected at its ends, determine the maximum
allowable intensity w of the distributed load that can be
applied to BC without causing bar AB to buckle. Use a
factor of safety with respect to buckling of 1.5. Est = 200 GPa,
σy 360 MPa.
=
B
W
5 m
3 m
-20 mm
30 mm
x
x
A
20 mm
y
C
Problem 1:
A man-made 30 ft tall, 1.5:1 slope is to be build as shown in the figure. The soil is homogeneous
with shear strength parameters c = 400 psf and φ = 290
. The moist unit weight of the soil is 119
pcf above the groundwater table and the saturated unit weight is 123 pcf below. Using the
ordinary method of slices, compute the Factor of Safety (FS) along the trial failure surface
shown.
(Hint: Please note the unit weight is changing within the same slice.)
Note 1: Use the same number of slices and dimensions as provided. Document ALL the
calculations of weight (W) for each slice.
Note 2: Document your solutions by following the same approach illustrated in the class,
including a summary table showing all the variables and calculations involved in assessing FS.
Chapter 5 Solutions
EBK STRUCTURAL ANALYSIS
Ch. 5 - Prob. 1PCh. 5 - Prob. 2PCh. 5 - Prob. 3PCh. 5 - Prob. 4PCh. 5 - Prob. 5PCh. 5 - Prob. 6PCh. 5 - Prob. 7PCh. 5 - Prob. 8PCh. 5 - Prob. 9PCh. 5 - Prob. 10P
Ch. 5 - Prob. 11PCh. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - Draw the shear and bending moment diagrams for the...Ch. 5 - For the beam shown: (a) determine the distance a...Ch. 5 - For the beam shown: (a) determine the distance a...Ch. 5 - Prob. 55PCh. 5 - Prob. 56PCh. 5 - Prob. 57PCh. 5 - Prob. 58PCh. 5 - Prob. 59PCh. 5 - Prob. 60PCh. 5 - Prob. 61PCh. 5 - Prob. 62PCh. 5 - Prob. 63PCh. 5 - Prob. 64PCh. 5 - Prob. 65PCh. 5 - Prob. 66PCh. 5 - Prob. 67PCh. 5 - Prob. 68PCh. 5 - Prob. 69PCh. 5 - Prob. 70PCh. 5 - Prob. 71P
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
- how to manually plotting by coordinatesarrow_forwardmapping surveys/mappingarrow_forwardQuestion 3 (15pt) A traffic signal control is being designed for a four-leg intersection on a divided highway with the characteristics show in the table below. Determine an appropriate length of the yellow interval for each approach. (assuming the average vehicle length is 20ft, and the perception-reaction time is 1.0 sec, and deceleration rate of 11.2ft/sec²) Median width (ft) Number of 12ft lanes on each approach Design speed (mph) Grade North South approaches East West Approaches 18 3 45 0 10 2 35 3.5 SPEED LIMIT 45 18ft SPEED LIMIT 45 5arrow_forward
- Hi! Can you help me compute the concrete and masonry works for this structure based on the attached elevation drawing?The image shows the side view of a small building with labeled sections, wall openings (windows), and dimensions in centimeters. Specifically, I need help computing the following: For Concrete Works: Volume of concrete for footings, columns, and slab (if applicable) For Masonry Works (CHB Walls): Total wall area (excluding window openings) Number of CHBs required (based on 0.4 m x 0.2 m CHB) Cement and sand for block laying Cement, sand, and gravel for core filling (if reinforced) Cement and fine sand for plastering (both sides) Rebars needed for CHB reinforcement (if any) Please base it on the drawing dimensions. Let me know if additional assumptions or standards are needed (e.g., CHB size, mix ratio, thickness of plaster). Thank you!arrow_forwardHi! Can you help me compute the Masonry Works for the 3rd Floor only based on this image?This image shows all my completed concrete, rebar, slab, and formwork computations for the 3rd floor of a 3-storey residential building. Specifically, I need the following for CHB walls: Quantity of CHB Cement & sand for block laying (mortar) Cement, sand, and gravel for core filling Cement & fine sand for plastering Cement, sand, and gravel for CHB wall footing Number and length of vertical & horizontal rebars (10mm or as required)arrow_forwardP16.11 WP An assembly consisting of tie rod (1) and pipe strut (2) is used to support an 80 kip load, which is applied to joint B. Strut (2) is a pin-connected steel [E = 29,000 ksi] pipe with an outside diameter of 8.625 in. and a wall thickness of 0.322 in. For the loading shown in Figure P16.11, determine the factor of safety with respect to buckling for member (2). A C 24 ft B 80 kips FIGURE P16.11 12 ft 30 ftarrow_forward
- Hi! Based on the computations I've already completed for the second floor (shown in the attached image), can you help me compute the required materials for masonry works? Specifically, I need the following: Total quantity of CHB (Concrete Hollow Blocks) Cement and sand for block laying (mortar) Cement, sand, and gravel for CHB core filling Cement and fine sand for plastering Cement, sand, and gravel for CHB footing with pest control Reinforcing steel bars (vertical and horizontal) Please assume standard block size (e.g., 0.4m x 0.2m x 0.2m) and standard mortar/plaster thickness if not specified. Thank you!"arrow_forwardHi! I would like helping hand in computing all the materials needed for masonry works (CHB walls) on the ground floor. I’ve already computed the other structural elements — please refer to the attached image.arrow_forwardHi! Kindly help me compute the following based on the attached elevation plan and floor plan: Total Perimeter of the building – to be used for layouting. Total Length of Batter Board – include all sides where batter boards will be installed. Number and spacing of Stakes – assuming a stake is placed every 1.2 meters along the perimeter. Please show the complete solution and breakdown of your computation. Thank you!arrow_forward
- E D (B) (<) 2945 3725 250 2225 Car Port 5000 2500 Pool Area 2 3925 3465 2875 13075 Staff Room Bar Counter 1 GROUND FLOOR PLAN SCALE 1:100 Hallway 3 1560 4125 3125 $685 Laundry & Service Area 5 A Common T&B Kitchen & Dining Arear B Living Area 2425 Terrace E 2 12150 1330 2945 4150 5480 1800 3725 1925 3800 3465 2 3 9150 4125 3575 3925 Terrace Toilet & Bathroom Toilet Bathroom Bedroom 1 Bedroom 2 SECOND FLOOR PLAN SCALE Hallway 1:100 OPEN TO BELOW E B A 3 3725 2150 1330 2945 5480 4150 1925 ⑨ 2 9150 3800 4125 3465 3575 3925 Terrace R Toilet & Bathroom Toilet & Bathroom SECOND FLOOR PLAN SCALE Hallway 1:100 OPEN TO BELOW +arrow_forwardQ2/ In a design of a portable sprinkler system, the following information is given: • • The sprinklers are distributed in a square pattern with radius of the wetted circle of the sprinkler=15 m Consumption rate = 10 mm/day Efficiency of irrigation = 60% Net depth of irrigation (NDI)= 80 mm. Find the following: 1-Sprinkler application rate if HRS = 11. 2-Number of pipes required for irrigation. (50 Marks) 3-Discharge of sprinkler, diameter of nozzle, and the working head pressure if C=0.90. 4-Diameter of the sprinkler pipe for Slope=0. 5-Pressure head at the inlet and at the dead end of the sprinkler pipe for Slope=0. (F² + L²)((SF)² + L²) L² 2L² ≤ D² L² + S² ≤ D² A, = * 1000 S*L ≤D² N W Af m-11-P L' Hf = 1.14*109 * 1.852 * L *F,where c=120 D4.87 Source main pipe 180 m 540 m N 1 1 √m-1 F = im/Nm+1 = + + m+1 2N 6N2 i=1 Nozzle diameter (mm) 3< ds 4.8 4.8< ds 6.4 6.4arrow_forwardMiniatry of Higher scent Research University of Ke Faculty of Engineering Cell Engineering Department 2024-2025 Mid Exam-1 st Attempt Time Date: 17/04/2025 Notes: Answer all questions. Not all figures are to scale. Assume any values if you need them. Q1/ A farm with dimensions and slopes (50 Marks) = shown in the figure below. If you asked to design a border irrigation system and if you know that Net depth of irrigation - 96mm .Manning coefficient = 0.15, Time of work in the farm is 6 hours/day. Design consumption use of water from the crop (ET) 16 mm/day, Width of the agricultural machine equal to 2.5m, Equation of infiltration - D= 12-05 and Efficiency of irrigation= 60%. You can neglect the recession lag time. Find the width and number of the borders, Irrigation interval and time required to irrigate the whole farm, Depth of flow in the inlet of border Number of borders that irrigated in one day and The neglected recession lag time Slope of irrigation % Maximum border width 0-0.1 30…arrow_forwardarrow_back_iosSEE MORE QUESTIONSarrow_forward_ios
Recommended textbooks for you
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage Learning
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781305081550Author:Braja M. DasPublisher:Cengage Learning
Residential Construction Academy: House Wiring (M...Civil EngineeringISBN:9781285852225Author:Gregory W FletcherPublisher:Cengage Learning
Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage Learning
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Steel Design (Activate Learning with these NEW ti...
Civil Engineering
ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781305081550
Author:Braja M. Das
Publisher:Cengage Learning
Residential Construction Academy: House Wiring (M...
Civil Engineering
ISBN:9781285852225
Author:Gregory W Fletcher
Publisher:Cengage Learning
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Introduction to Materials; Author: Industrial Heating;https://www.youtube.com/watch?v=R8EV8R8f5Tw;License: Standard Youtube License