We should abide by the principle of selecting low mobility with the guarantee of construction operation and placing densely. §4.3.4Selection and Classification.

Slides:



Advertisements
Similar presentations
T1. DESIGN OF STEEL BEAMS Steel framed building
Advertisements

Joan Tresserras Pujol-Xicoy TALL BUILDING DRAFT DESIGN.
Design of Steel Flexural Members
Concrete Slab Technology
2.2 STRUCTURAL ELEMENT Reinforced Concrete Slabs
Chp12- Footings.
Structural System Overview
T6. DESIGN OF REINFORCED CONCRETE BEAM Reinforced concrete framed building T6. Design of reinforced concrete beam page 1. Alaprajz Floor plan Beam: linear.
Chemical Admixture Mineral Admixture
Sample Problem 4.2 SOLUTION:
Masonry Design. 2 MASONRY WALLS CONSTRUCTION TYPE Single Wythe Cavity Prefabricated Barrier Masonry Veneer Masonry Bonded Hollow Wall.
SHEAR IN BEAMS. SHEAR IN BEAMS Example (4.1): A rectangular beam has the dimensions shown in Figure 4.12.a and is loaded with a 40 ton concentrated.
ONE-WAY SLAB. ONE-WAY SLAB Introduction A slab is structural element whose thickness is small compared to its own length and width. Slabs are usually.
Placing and Finishing Tools and Equipment
FIG. 1.4 Deformations produced by the components of internal forces and couples.
MAE 314 – Solid Mechanics Yun Jing
Belts and Pulleys. Why Belts and Pulleys Transmitting power (long distances) Conveyer belts May simplify the cost and design of the machine Increase machine.
ENGR 220 Section
Lecture 2 A Primer on Sediment. Classifications and Ordering Main types of sediment –Carbonates –Evaporites –Clastics.
Home Work #4 Due Date: 18 Mar, 2010 (Turn in your assignment at the mail box of S581 outside the ME general office) The solutions must be written on A4.
Sample Problem 4.2 SOLUTION:
Slab Design.
Pad Foundation Lectured by: Ms. Noorhidayah Sunarti
10 Pure Bending.
Fiber-Reinforced Polymer (FRP)
Umm Al-Qura University Department of Civil & Structural Engineering 1 Design of reinforced concrete II Design of one-way solid slabs Lecture (1)
1 I. Water Supply Networks and Facilities Topic I.4. River Water Intakes: Kinds and Structures Water Intake Kinds General classification: I. According.
Plain & Reinforced Concrete-1 CE-313
Extra Examples.
ICARUS Cold Vessels Thermal insulation Project progress report.
4.7.3 High Performance Concrete (HPC)
FORMS, SCAFFOLDING and STAGING
Chapter 9.  Technical Requirement Technical Requirement  Technical Index Technical Index Chapter Technical Standard of Bituminous Mixture §9.5.
Eurocode 1: Actions on structures – Part 1–2: General actions – Actions on structures exposed to fire Part of the One Stop Shop program Annex F (informative)
ENT 153 TUTORIAL 1.
©Teaching Resource in Design of Steel Structures IIT Madras, SERC Madras, Anna Univ., INSDAG 1 COMPOSITE FLOORS - II.
§4.3.3 Evaluation of Workability
An-Najah National University Faculty of Engineering Civil Engineering Department.
Influence from ingredients Influence from ingredients W/C W/C Quantity of paste Quantity of paste Sp Sp Aggregates Aggregates Admixture Admixture Influence.
Demonstration of Vulcan Software. Content Demonstration Introduction to Vulcan GUI Project Description Creation of Model Analysis.
NOTE: REFERENCE PROJECT MANUAL DATED 1/20/14 FOR THE BALANCE OF PROJECT REQUIREMENTS (THIS NOTE APPLIES TO ALL PHOTO SHEETS). PHOTO. NO.DATE: 01/20/14.
 Mix Proportion  Tasks  Basic Requirements  Principle  Steps and Methods  Design of Preliminary Mix  Ascertaining the basic mix proportion  Laboratory.
Isolated footing with axial load and moment
Influence from ingredients Influence from ingredients W/C W/C Quantity of paste Quantity of paste Sp Sp Aggregates Aggregates Admixture Admixture Influence.
6- Calculation of shear stress at composite interface: A)Under service load: Strain and stress distributions across composite beam cross- section, under.
Name ________________ Unit 6/P6 – Concrete Construction Expensive Heavy and dense = strong, sound proof and thermally efficient. Cast in situ or pre-cast.
UNIT-2.
5. FERROCEMENT.
The reading is 7.38 mm. The reading is 7.72 mm.
PRODUCT PROFILE Hotline:
Sample Problem 4.2 SOLUTION:
Stress and Strain – Axial Loading
Design of Beams for Flexure
Introduction Used for covering spaces in the form of roof or floor
Stress and Strain – Axial Loading
SeminAR ON LINTELS --SANTHOSHKUMAR.M..,.
بسم الله الرحمن الرحيم.
SHERINE RAJ AP/CIVIL ENGINEERING DEPARTMENT OF SCD
1.6 Allowable Stress Allowable Load < Failure Load
نتعارف لنتألف في التعارف تألف (( الأرواح جنود مجندة , ماتعارف منها أئتلف , وماتنافر منها اختلف )) نماذج من العبارات الايجابية.
4 Pure Bending.
Course Contents Culverts Bridges Buildings 20 November 2018.
Plywood MATERIALS Plywood Overview Concrete Forming APA manual V345U
Sample Problem 4.2 SOLUTION:
FBE04 BUILDING CONSTRUCTION AND MATERIALS
2.2 STRUCTURAL ELEMENT Reinforced Concrete Slabs
Pavement Structural Analysis
West Point Bridge Designer
Admixtures.
4 Pure Bending.
Presentation transcript:

We should abide by the principle of selecting low mobility with the guarantee of construction operation and placing densely. §4.3.4Selection and Classification §4.3.4 Selection and Classification of Composite Slump Principle Selection Select mobility according to member cross section, condensing methods and reinforcement spacing.

The high slump in the condition of small cross section, manual condensing and small reinforcement spacing.

Tab4.3.1 Slump selection for concrete structure (vibrated by machine) Slump (mm) TypeApplication >160 Large viscidity Pumping concrete, structures with narrow transact and reinforcing steel bar distributed especially densely Viscidity Pumping concrete, structures with narrow transact and reinforcing steel bar distributed densely Plasticity Normal concrete structure Low plasticity Vibrate intensely, prefabricate member, base and steel in less thick structure