side Cells‚ Columns‚ and Rows Insert a column Right click the letter or row number for which you want to insert a new column to the left or a new row above… Excel inserts a new column to the left so if you have data on B and you insert on B the data will move to column C and B becomes a new column Same thing when inserting cells Deleting Just click on A or B or C and press delete Column Width Position the pointer on the vertical border between the current column and the next column‚‚‚ the drag
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evidence against each sub requirement in column -----of the sheet. The Appraise should write “Y” in the column “Self evalfull” if the example meet the requirement fully. If the Appraise meets the requirements partially‚ s/he should write “Y” in the column “Self-eval partial” If the Appraise falls far short of requirements‚ both the column should be left blank. 2. Count all the “Y” and write the total no. of “Y” under each of the two Evaluation column –Full and Partial 3. Calculate the score
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sometimes arched and square. • Broken pediments Windows • Rows of arched windows are also commonly seen on domestic facades. • Rustication • Fenestration • Inner area is more sculptural Column • Doric‚ Tuscan and Ionic. • Peristyle • Rusticated Columns • Corinthian orders • Coupled columns Roof • Dome roofs COUNTRY ARCHITECTURAL FEATURES ARCHITECTURAL MOVEMENT RENAISSANCE BAROQUE ROCOCO Age of awakening or the rebirth Period of Artistic style “Late Baroque” was
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architectural designer of the Telesterion and the Temple of Epicurean Apollo. According to Bourgoin‚ Iktinos was the "first architect to use a Corinthian column in Greek architecture" (101). Iktinos was one of the greatest architects of his time. "Instead of using brick and wood‚ the Greeks used stone" (Curlee 8). The Greeks designated different shapes for the columns‚ entablatures‚ and other parts of the Golden Age temples. According to Curlee‚ the different shapes and designs of the stone Greek temples developed
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amphitheaters. The temples‚ built in marble and limestone‚ retained the post-and-lintel construction of the wooden originals. The temples had painted decorations and low-pitched wooden roofs. Columns had ornamental capitals—the top of the column—in one of three designs. The simplest‚ Doric‚ consisted of columns with plain molded capitals and no base. Ionic capitals were decorated with a pair of scrolls‚ known as volutes. Corinthian capitals‚ the most ornate‚ were decorated with an inverted bell-shaped
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that can be seen in Ireland. One such building precedent to the Exam Hall is the Casino at Marino. Casino at Marino was commissioned by Sir William Chambers in 1773 and is “acknowledged as the most important neo-classical building in Ireland.” The columns‚ overall symmetry‚ as well as a portico are a few key classical motifs the two buildings have in common. The Royal Exchange building‚ now Dublin’s City Hall‚ designed by Thomas Cooley in 1769 is the spitting image of Trinity College Dublin’s Exam
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a) Atmega 162 Microcontroller: Atmega 162 Microcontroller is the heart of the device which handles all the sub devices connected across it. It has a flash type reprogrammable memory. It has peripheral devices to play this project to perform. It also provides sufficient power to inbuilt peripheral devices. It need not give individually to all devices. The peripheral devices also activate as low power operation mode. Features: • High performance • Advanced RISC Architecture • Non –volatile
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Design of rafters • • Complete a test summary online Submit a beam design report 8 9 10 11 • Metal roof sheets‚ purlins and girts • • • • Roof rafters • Beam-columns • • • • Column load-rundowns Design of typical columns Design of beam connections between primary and secondary beams Column base plate design Past exam revision • Submit a building project report • Connections – part I 12 • Connections – part II • Dr Sawekchai Tangaramvong February 2013
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of (4) Structural Analysis and DesignLearning outcome (LO)Assess-ment CriteriaIn this assessment you will have the opportunity to present evidence that shows you are able toTask no.Evidence (Page no)L0 3Be able to appraise the behavior of elastic columns subjected to axial loading 3.1determine the axial load carrying capacity of perfectly elastic columns3a Learner declarationI certify that the work submitted for this assignment is my own and research sources are fully acknowledged. Student signature
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location. Instead of demolishing the church‚ they built around it. In the beginning they decided that the building will be built on columns that will raise the building above the level of the church. Normally a raise building would have large columns on the four corners. Unfortunately‚ one of the corners would be directly through the church. Engineers define ways to move the column to the middle of the side of the building while still maintaining the structural integrity of the building. LeMessurier later
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