Please, answers all questions!!(note: Table 12.3 should help finiding the area...etc)Thank you! 1. A twelve-story condominium is planned for construction on the Gulf Coast. The foundation forthe building is to be friction piles (no end bearing). A prestressed concrete fabrication facility iswithin 30 miles of the project (i.e. use square prestressed concrete piles). If the bottom floorinterior column loads are 500 tons and pile groups are not to exceed eight, determine the cross-sectional dimensions and length of piles required to support the interior column loads using a factorof safety of 3. Assume the piles have a center-to-center spacing such that the group efficiency is1.0. (i.e. disregard whether or not the pile group acts as a block). NO cross-sectional dimensionshould exceed 24 inches.The piles are fully embedded in sand for which y = 118 lb/ft°, ø'= 32° and &' = 0.75ø'You need to fill in your answers in the table below. Include applicable units. Do not work theproblem on this page.Type of pile to be used (i.e. material)Allowable load for pile group based on problem statementNumber of piles you have selected to be used for each interior columnAllowable load for individual pile based on the number of piles selectedCross-section dimension of each pile in the group – DO NOT EXCEED24 INCHES. (all pile should have the same dimensions)Length of an individual pile (all pile should have the same length)Ultimate load required for individual pile (Factor of Safety applied toallowable load indicated in problem statement)Calculated ultimate load for individual pile based on the designdimensions selectedCalculated allowable load for individual pile based on the designdimensions selectedTotal length of pile needed to support calculated allowable loadTotal allowable load for pile group TABLE 12.3b Typical Prestressed Concrete Pile in Use (English Units)Design bearingcapacity (kip)MinimumStrength ofNumber of strandsArea of crosseffectiveSectionconcrete|in.diameterTe in.diameterprestress force(kip)PileDsectionPerimetermodulusshape"(in.)(in²)(in.)(in')5000 psi 6000 psi101004044701671251751083334458109104125121444856.1012881802161211940458318914917814196566.137457245295141624657113300203243162566411179683320385162125379.148448265318S183247210132279724054861826860811188638336402S20400801216280133350060020331661014234876414503224848815203391775605727224017312162811166502602245769618234032304710851244778015193342123596716= square section; 0 =octagonal section

Answered: Image /qna-images/answer/005892af-d39e-4ba0-9f41-7cba1a0afdaf.jpg

interior column loads are 500 tons and pile groups are not to exceed eight, determine the cross- sectional dimensions and length of piles required to support the interior column loads using a factor of safety of 3. Assume the piles have a center-to-center spacing such that the group efficiency is 1.0. (i.e. disregard whether or not the pile group acts as a block). NO cross-sectional dimension should exceed 24 inches.

interior column loads are 500 tons and pile groups are not to exceed eight, determine the cross- sectional dimensions and length of piles required to support the interior column loads using a factor of safety of 3. Assume the piles have a center-to-center spacing such that the group efficiency is 1.0. (i.e. disregard whether or not the pile group acts as a block). NO cross-sectional dimension should exceed 24 inches.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Please help!!!
PROBLEM STATEMENT * A cable connected at two opposite building 35 ft apart support a steam pipe that passes through between two buildings. The weight of the pipe is 40 lb/ft. If the support A is located 5ft higher than support B with angle forms between horizontal axis of support A and the cable 0, = 35°, determine %3D Option 1 QUESTIONS ANSWER THE FOLLOWING PROBLEMS. SUBMIT COMPLETE SOLUTION ON LMS APPLYING THREE DECIMAL PLACES FOR BOTH SOLUTION AND FINAL ANSWERS. NOT FOLLOWING INSTRUCTIONS, NO SCORE The reaction at support A The vertical distance from support B to the lowest point Minimum tension in cable * The maximum tension in the cable *
I need a quick solution within 15 minutes With my best wishesTon.
Answer these two questions. you can write in your words. a) Discuss various types of multiple fire dwellings. b) What are the departments standard operating guidelines for multiple fire dwellings.
11
Create your own Workplace Housekeeping Inspection Checklist for a NETWORK /CABLE Company with the following areas: General Areas: ◦Floor and Other areas ◦Aisles and Stairways ◦Spill Control ◦Equipment and Machinery Maintenance ◦Waste Disposal ◦Storage ◦Fire Prevention Example: ◦Floor and Other areas 1. Are floors clean and clear of waste? 2. .... 3. .... ◦Aisles and Stairways 1. Are aisles unobstructed 2. .... 3. .... Note: Please make sure it is for a cable company. Thank you!
I need answer within 20 minutes please please with my best wishes
Pls fast hand written
I. 1. Find the critical path method, earliest start and earliest finish, latest start and latest finish, and slack time or float. Activity Description Immediate Duration Predecessor(s) A Select administrative and medical staff. 12 Select site and do site survey. Select equipment. Prepare final construction plans and layout. Bring utilities to the site. Interview applicants and fill positions in nursing, support staff, maintenance, and security. Purchase and take delivery of equipment. Construct the hospital. B 9 - C A 10 D 10 E B 24 F A 10 35 H 40 Develop an information system. Install the equipment. Train nurses and support staff. A 15 E,G,H, F,I,J 4 K
Please answer questions 5 to 7
5) Discuss the process involved in operating a fire sprinkler system.
Determine the number of 8-inch-high by 8-inch-wide by 16-inch-long concrete (CMU) blocks required to complete 250 feet of the fence whose height is 6'8".