125004250 -110025038000SECTION AI550SECTION A1. FOUNDATION PLANCIVL 2063PROJECT NO.SCALENTSDRAWING NO.B-12. SECTION A-AESTIMATING CIVIL PROJECTS QUESTION 17The PCL of excavation is:95.20 m81.80 m85.60 mO None of the answers are correctQUESTION 18The volume of excavation is:O 340.23 m3358.00 m3391.38 m3None of the answers are correctQUESTION 19The cross section area of foundation footing is:O 0.14 m20.18 m2O 0.11 m2

Question 17 PCL for excavation = (38-0.25) x 2 + (12.5-0.25) x 2 = 100 m Question 18 Volume of…

Answered: QUESTION 17 The PCL of excavation is:…

Construction Materials, Methods and Techniques (MindTap Course List)

4th Edition

ISBN:9781305086272

Author:William P. Spence, Eva Kultermann

Publisher:William P. Spence, Eva Kultermann

Chapter38: Fire-suppression Systems

Section: Chapter Questions

Problem 2RQ

See similar textbooks

Similar questions

Please show service moment of asd too. Thank you so much
bint Pr X y Term ProjectCx y SURP 816: Phy X E TEC 3739 Gro x M V Lab Example E Foundation HV x Phase 2 Repor X A asulearn.appstate.edu/mod/quiz/attempt.php?attempt=3358733&cmid%3D2173348 as learn A ULC C3739-101_MATERIALS AND STRUCTURES III (SPRING 2022) ard/ My courses / Spring 2022 / TEC3739101-12999202210 (SPRING 2022) / HOMEWORK / Foundation HW - Part III (Due date: 04/04/2 n1 Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a sand soil are shown below. The size of the plate is 0.275m x 0.275m. If a square column foundation (5m x 5m) that should carry a load of 5000kN, what is the estimated settlement of the ed out of foundation? Load/unit area Settlement Load/unit area (kN/m?) (KN/m?) (mm) 800 200 400 600 200 6 300 10 400 13 500 20 20 600 29 30 40 50 60 70 Answer = mm MacBook Air Settlement (mm)
Question 48 schedule is a schedule in which the resources for a project are assigned to activities so the activities can be closely monitored. O resource-loaded O time-loaded A look-ahead O preliminary amazon Bcer F12 Scr Lk Artêtdéf PrtSclimpréc SysRg/Syst. F4 F5 F6 F7 F8 F9 F10 F11 Bre VA
Need it asap pls, thankyou
FOR ALL PROBLEMS, DETERMINE THE AFD, SFD, AND BMD MAKING SURE TO SHOW AL WORK REQUIRED To OBTAIN EACH DIAGRAM. 3 kip 10' D 20'
Pls ans quickly Thanks dear eng
No need explantion, thank you.
b) Classify each work breakdown structure for the proposed two-storey according to the three (3) construction stages? FABRICA TION FABRICATION OF OF FORMWORKS (REINFORCING BARS SEEL TRUSES ABRICATION OF BUILDING PERMIT (CONSTRUCTION OF TEMPORARY FACILITIES (CLEARING AND GRÜBBING DEWATERING (IF ANY) PLACEMENT OF REINFORCING BARS OF FOOTING FOUNDATION MOBILIZATION STAKE OUT EXCAVATION SOL POŠONING INSTALLATION OF REINFORCING BARS OF CONCRETE HOLLOW BLOCKS (CHB NSTALLATON CE STARTER BARS OF COLUMNS ----- SOIL POISONING OF STRUCTURAL BACKFILL COMPACTION OF STRUCTURAL BACKFILL CONCRETE, POURING OF FOOTING AND TE BEAMS PROVISION OF FORMWORKS FOR TE BEAMS INSTALLATION OF REINFORCING BARS FOR TIE BEAMS ACKFILL INSTALLATION OF REINFORCING B ARS FOR GIRDER AND BEAMS INSTALLA IION OF ELECTRICAL CONDUI TS INSIDE THE COLUMNS (IF ANY) L------- ------ INSTALLATION OF SHRINKAGE AND TEMPERATURE REBARS CF SLAB-ON-GRADE PREPARATION OF FORMWORKS FOR COLUMNS POURING OF CONCRETE AT MID OF COLUMN HEIGHT…
Home-Work 1 Q1:- what is the function of the Substructure and Superstructure in the Building. Q2:- for the given building shown below determine the Substructure and Superstructure of the Building Roof Second Floor Ground Floor
1.FindthemaximumaxialforcesforthemembersU4U5,L4L5,andL4U5duetothegivenloading
Urgent i will like your solution
CONSTRUCT 4 A 4B A SUMMARY TABUL & PLOT Fc = 6000 PS1 fy = 60 ks2 Fe 4000 PS1 Fy = 60 KSI 23 26 14" 16" . I 2.5" 1 ST 4 # 9 BARS 4 #4 BARS

SEE MORE QUESTIONS

Recommended textbooks for you

Construction Materials, Methods and Techniques (M…

Civil Engineering

ISBN:

9781305086272

Author:

William P. Spence, Eva Kultermann

Publisher:

Cengage Learning