GENERAL INSTRUCTIONS: Analyze carefully the attached drawing plans prior to solving. Show your complete solution neatly
Posted: Sun Jul 10, 2022 11:44 am
3.83M +1.14M 1.20M 0.91M PLAN trocot 2.00M 4020 LL WE SECTION NGL -3.50M -0.35M- 1,20M 9-12MMO MATT, BARS BOTHWAYS 16A VERTICAL BARS WH MASTRUPS SPACED AT 3000M REST 8-16MMO VERT BARS WITH LOMMO STIRRUPS SPACED AT 30.05M REST 0.15M EARTH 20M X 0.40M FOOTING THE BEAM FENCE FOUNDATION PLAN SCALE 100MTS BARS ISMOC FUND C1/F1 DETAILED SECTION SCALE 1301 3.50M 14.00M 1.45M PLAN 1.00M 0:20M 40.204 1.2M SECTION 2.64M NGL 1.00M +0.30M-+ 6-12MM MATT, BARS BOTHWAYS 16MM VERTICAL BAR WITH TOMMSTRUPS SPACED AT 300M 110 SCALE 130MITS 8-16MMO VERT BARS WITH 10MMO STIRRUPS SPACED AT 30.05M; REST 0.15M EARTH 2.83M HOUND BARS STRUPS 1500 ST@MOC C2/F2 DETAILED SECTION
3.35M 158M PLAN 0.80 M +00:04 DISM++ OTOM 0955 0.80 M +0.30M+ 4-16MM MATT, BARS SECTION BOTHWAYS NGL VERTICAL BAR WITH O STRUPS SPACED AT 3000M 11 SCALE MTS 4-16MM VERT BARS WITH 10MMO STIRRUPS SPACED AT30.05M REST 0.15M HAMMAD VERTBARS S MOC C3/F3 DETAILED SECTION 1.53 0.00M OBOM 3.35 3.05 3-12MM2 LONGITUDINAL BARS w/12MM2 TRANSVERE BARS 0.80 M.O.C. PLAN 0.70M SECTION 0.10M CHB 12MM VERT & HOR BARS @EVERY 080M MOC & EVERY 3 LAYERS OF CHB REST 010M CH 1.53 GATE DETAIL SCALE OMS WALL FOOTING DSCALES
+0.20M ILS +0.20M+ +0.15* +++0.15 0.40M +0.35M 0.40M 0.35M- 0.30M +0.25M- 0.30M +0.25M SUPPORT +0.20M +0.15 MIDSPAN +0.20M+ ++0.15+ SUPPORT MIDSPAN +0.20M+ +0.20M+ +0.15+ +0.15+ SUPPORT +0.20M+ +0.15+ MIDSPAN +0.20M+ +0.15+ SUPPORT MIDSPAN BEAM MARK: DIMENSION (WIDTH x DEPTH: SIZE OF REINFORCEMENT: AT SUPPORT: 4-16MMO CONT. TOP BARS: 2-16MMO BOT. BARS AT MID SPAN: 2-16MMO CONT. TOP BARS: 4-16MMO BOT. BARS STIRRUPS: 10MM-6 0.05. 0.10, AND REST @ 0.15M OC BEAM MARK: DIMENSION (WIDTH x DEPTH: SIZE OF REINFORCEMENT: FOOTING THE BEAM 0.20 x 0.40 M BEAM MARK: DIMENSION (WIDTH x DEPTH): SIZE OF REINFORCEMENT: AT SUPPORT: 6-16MMO CONT. TOP BARS: 3-16MMO BOT. BA AT MID SPAN: 3-16MMO CONT. TOP BARS: 6-16MMO BOT. BARS STIRRUPS: 10MMØ-6 @ 0.05. 0.10, AND REST @ 0.15M OC FLOOR BEAM-1 0.20 x 0.40 M BEAM MARK: DIMENSION (WIDTH x DEPTH]: SIZE OF REINFORCEMENT: LINTEL BEAM 2 0.20 x 0.30 M AT SUPPORT: 3-16MMO CONT. TOP BARS: 2-16MMØ BOT. BARS AT MID SPAN: 2-16MMO CONT. TOP BARS: 3-16MMO BOT. BARS STIRRUPS: 10MM2-6 @ 0.05. 0.10. AND REST @ 0.15M OC ROOF BEAM-1 0.20 x 0.30 M BOT. BARS AT SUPPORT: 3-16MMO CONT. TOP BARS: 2-16MM AT MID SPAN: 2-16MM CONT. TOP BARS: 3-16MM BOT. BARS STIRRUPS: 10MM-6 @ 0.05. 0.10, AND REST @ 0.15M OC BEAM DETAILS ela 148
150x300 150 300 POST- P 4 DETAIL SCALE 1/1 HELO SECTION SOLE 1:10 - WELOKES -450M WT POST LONG THREAD PLATE 10000 PAK! HOLES FOR CHAN 2002 TH PLAT -15ETPLAT PLATE WITH HOLE FOR ORKIN COMPOST - THE PLATE WELDED TO CASE FRAME THE TOTUON WHER DETAIL SCALE 110 SECTION B -D DAP WELDO 20 TK FLAT -150 STEEL FROME (TP) PLATE WICH SA OPENING MEDED TO DR. PLAT FORNO LOOK DUTER OF FINE MODE OF FENCE
150 x 300 POST D 150 x 300 POST 4 118 DETAIL SCALE 1 QO SECTION SCALE 1:10 -420100LONG THREADED BOD WELDED TO BOTTON PLATE WWWT. POST AT FRE 1000x10 PLATE WITH HOLES FOR SUCE SARAND FOR OWN LINK 850005 34 PA -18 GUSSET PLA K PLATE WHOLE FOR - W POST GATE FRAME -50025 THE PLATE WELDED TO GATE FRAME LOCATION THE TEFLON WASHER W POST GA DETAIL SOAL 1 SECTION SCALE 1/1 M. PAT -B PAE GBS XING SLEE 3. PAT () FFICE [ OF FEIXE
- 1 se to REV THE PLACE WEDNO GATE FIX PON WHIL HOL VORTICAL PLAT LINTEL BEAM INSTALLATION DETAILS SCALE: 1-SOMTS 400 SELL TAK 1050 CONCRETA BATALOG OPPF 2000 DETAIL SCALE 1:00 -SPEEL HAAGER PECE 2 -SEELHANGER PECE DOP NOT RETURES # TURECASTINERETE 330 -200 DEP CONCE O CONCRET HHL SECTION SORE 1:10 RAT SE CONCES OPEN SON OF GAR 2250 P CONCRETE FOOTING
-1.53- FRONT ELEVATION REAR ELEVATION 1.53- 450 RIGHTELEVATION LEFT ELEVATION WOOD TEXTURE E ZATTRIARH Hier die Wel PLASTER FINDH 1.45