Traffic And Highway Engineering
5th Edition
ISBN: 9781337631020
Author: Garber, Nicholas J.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 17, Problem 7P
To determine
Liquid limit of the soil using the plot of the flow curve
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
The question is in Turkish
You need to explain the process in detail
Q3. Design by LRFD maximum size side SMAW fillet welds required to develop the
loads Po= 7. kips and PL-60kips for an L6x4x1/2, using E70XX electrodes steel. The
member is connected on the sides of the 6-in leg and is subject to alternating loads.
Draw the layout of welding.
Note:
1-5/8 in.
1.
All Steel sections are A36
2.
The loads effect through the angle center of gravity.
L6x4x1/2
Angle C.G.
P
Design the size side SMAW fillet welds required to develop the loads PD=
7. kips and PL=60kips for an L6x4x1/2, using E70XX electrodes steel.
The member is to be connected with side welds and a weld at the end of the
Q2 angle to a 5/8- inch thickness gusset plate. Balance the fillet welds around
the center of gravity of the angle as shown in Figure (2). Use A36 steel.
Draw the layout of welding.
t=5/8 in.
L 6x4x1/2
Angle C.G.
P4
Figure -2-
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. What is length of a curve if the design speed is 85mph. A grades of a road is 3% and -2% and has stopping sight distance is 820ft. Determine whether S<L or S>Larrow_forward3. A crest vertical curve joins a +3% and -4% grade. Design speed is 75 mph. Length = 2184.0 ft. Station at VPI is 325+ 55.00, elevation at VPI = 260 feet. Find elevations and station for VPC (BVC) and VPT (EVC). 4. On a 0.5-mile highway segment, if the speeds of these 8 vehicles are measured as 55, 45, 40, 50, 60, 65, 70 and 65mph, respectively, what is time mean speed? What is space mean speed. 5. An observer located at point X counted 6 vehicles passing through this point during a period of 45 seconds. What is the hourly flow rate based on the observation? Good Lucky DDA 0 IN INEERI Enginearrow_forward4. On a 0.5-mile highway segment, if the speeds of these 8 vehicles are measured as 55, 45, 40, 50, 60, 65, 70 and 65mph, respectively, what is time mean speed? What is space mean speed.arrow_forward
- An observer located at point X counted 6 vehicles passing through this point during a period of 45 seconds. What is the hourly flow rate based on the observation?arrow_forward1. Reaction at A 2. Shear at C 3. Bending at H :Draw the influence lines for the following functions ( (M) (M) 4. Bending at E 5. Shear at K A B H C D E K F 2 2 3 1 2 2 1.5 1.5arrow_forwardPlease provide a handwritten solution to the questionarrow_forward
- -K408-50/40- -840 cm- -610- K107-50/40- K101-25/50 25 -620 cm- 25 N101 (10140) K103-50/40- K109-50/40--- K102 25/50 25 620 25 N102 10/40 N103 (1040) SORU 1: Yan yana derzle ayrılmış bloklardan oluşan bir okulun bir bloğuna ait +3.20 ve +6.40 m kotları kalıp planı verilmiştir. N101, N102, N103 hacimleri sınıf olarak kullanılacaktır. Malzeme:C30/37-B500C Kaplama: mozaik karo Şantiye denetimi iyi. Dolgu (asmolen): en hafif gazbeton blok Duvar: 1 aksi kirişleri ile K104, K105, K110 ve K112 kirişleri üzerinde 25 cm lik dayanımı düşük gaz beton duvar vardır. a)Döşeme statik ve betonarme hesaplarını yaparak gerekli çizimleri veriniz. b)Tüm kirişlerin yüklerini hesaplayınız. A K105-25/50 B K106 25/50 K111 50/40 12.5 K110-50/40--- K104-50/40 Boşluk K112 25/50 12.5 22arrow_forwardPlease provide a handwritten solution to the questionarrow_forwardPlease provide a handwritten solution to the questionarrow_forward
- Please provide a handwritten solution to the questionarrow_forward-840 cm- K107-50/32 610- K108-50/32- 2 25 -K103-50/32- N101 (10132) K409-50/32-- 25 K101-25/50 620 cm 257 K102-25/50 25 620 25 N102 Şantiye denetimi iyi. B K105 25/50 - SORU 2: Yan yana derzle ayrılmış bloklardan oluşan bir okulun bir bloğuna ait +3.20 ve +6.40 m kotları kalıp planı verilmiştir. N101, N102, N103 hacimleri sınıf olarak kullanılacaktır. Malzeme:C30/37-B500C Kaplama: mozaik karo fad: 20 fid: 434.78 Dolgu (asmolen): en hafif gazbeton blok Duvar: 1 aksi kirişleri ile K104, K105, K110 ve K112 kirişleri üzerinde 25 cm lik dayanımı düşük gaz beton duvar vardır. a)Döşeme statik ve betonarme hesaplarını yaparak gerekli çizimleri veriniz. b)Tüm kirişlerin yüklerini hesaplayınız. A K110-50/32- K104-50/32- 12.5 K111 50/32 K106 25/50 Boşluk K112 25/50arrow_forward: +0 العنوان solle не A 4 يكا +91x PU + 96252 A heavy car plunges into a lake during an accident and lands at the bottom of the lake on its wheels as shown in figure. The door is 1.2 m high and I m wide, and the top edge of the door is 8 m below the free surface of the water. Determine the hydrostatic force on the door if it is located at the center of the the do strong pen , and discuss if the driver can open the door, if not; suggest a way for him to open it. Assume ong person can lift 100 kg, the passenger cabin is well-scaled so that no water leaks inside. The door can be approximated as a vertical rectangular plate ---20125 750 x2.01 Lakearrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Principles of Geotechnical Engineering (MindTap C...Civil EngineeringISBN:9781305970939Author:Braja M. Das, Khaled SobhanPublisher:Cengage Learning
Fundamentals of Geotechnical Engineering (MindTap...Civil EngineeringISBN:9781305635180Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781305081550Author:Braja M. DasPublisher:Cengage Learning
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning
Principles of Geotechnical Engineering (MindTap C...
Civil Engineering
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Cengage Learning
Fundamentals of Geotechnical Engineering (MindTap...
Civil Engineering
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781305081550
Author:Braja M. Das
Publisher:Cengage Learning