· Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi...

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Page 1: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

evsjv‡`k miKvix Kg© Kwgkb mgq -1N›Uv c~Y© bg¦i 100

cÖkœ bs - 1| †Kb e¯Íyi fi 10 wK‡jvMÖvg n‡j e¯Íyi IRb KZ ?(K) 9.8 wbDUb(L) 10 wbDUb(M) 98 wbDUb(N) 100 wbDUbcÖkœ bs - 2| k~b¨ gva¨‡g Av‡jvi MwZ‡eM KZ ?(K) 1,80,000wKtwgt/‡mt(L) 18,000 wKtwgt/‡mt(M) 3,00,000wKtwgt/‡mt(N) 3,00,000wgt/‡mtcÖkœ bs - 3| GKwU †Mvj‡Ki AvqZb mgvb - (K) 3.1416*(e¨vmva©)2(L) 4*3.1416*(e¨vmva©)2(M) 4/3*3.1416*(e¨vmva©)3(N) Dc‡ii †KvbwUB bqcÖkœ bs -4| a,b,cevûvwewkó †Kvb wÎfzR hw` S=1/2(a+b+c) nq Z‡e ÎfyRwUi †ÿÎdj(K)S (ab+bc+ca)

(L) S (a+b+c)2

(M) S (s-a) (s-b)(s-c)

(N) Rut (s-a) (s-b)(s-c)

cÖkœ bs - 5| BU g„wËKvi cÖavb Dcv`vb n‡”Q -(K) K¨vjwmqvgA·vBW(L) wmwjKv(M) G¨v‡jvwgbv(N) g¨vM‡bwmqv

Page 2: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

cÖkœ bs -6| Terracotta ‰Zixi g~j Dcv`vb n‡”Q -(K) wm‡g›U(L) gvwU(M) wm‡g›U I gvwU(N) AvqibcÖkœ bs - 7| mvavib †cvU©j¨vÛ wm‡g‡›Ui Unit weight n‡”Q -(K) 70 cvDÛ/NbdzU(L) 80 cvDÛ/NbdzU(M) 90 cvDÛ/NbdzU(N) 110 cvDÛ/NbdzUcÖkœ bs - 8| wm‡g‡›Ui †Kvb cixÿvq Vicat Apparatus e¨envi Kiv nq ?(K) Initial setting time

(L) final setting time

(M) Normal consistency

(N) Dc‡ii me ¸wjcÖkœ bs - 9| Ordinary Portland Cement Gi Initial Setting time KZ ?(K) 30 wgwbU(L) 1 N›Uv(M) 5 N›Uv(N) 10 N›UvcÖkœ bs - 10| Ferro Cement GK cÖKvi -(K) mvavibwm‡g›U(L)we‡kl wm‡g›U(M) ‡jŠn(N) Dc‡ii †KvbwUB bqcÖkœ bs - 11| mvavib †cvU©j¨vÛ wm‡g‡›U ˆZix‡Z Clinker Gi mv‡_ wRcmg mswgkÖ‡bi Kvib-(K) Setting time e„w× Kiv

Page 3: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(L)Setting time n&ªvm Kiv(M) Fineness e„w× Kiv(N) wm‡g‡›Uig~j¨ n&ªvm KivcÖkœ bs - 12| eªW‡M‡R `yB †i‡ji g‡a¨ `~iZ¡ n‡jv -(K) 0.50 wgUvi(L) 1 wgUvi(M) 1.5 wgUvi(N) 2 wgUvicÖkœ bs - 13| Whole Circle Bearing System G S 25 15’ E Gigvb KZ ?(K) 115 wWMÖx15’

(L)154wWMÖx 45’

(M) 250 wWMÖx 25’

(N) 305wWMÖx 25’

cÖkœ bs - 14|hw` A I B ¯’v‡b Staff readings h_vKª‡g 3.5m nq Ges 4.9m nq Ges A ¯’v‡bi R.L 100m nq Z‡e B ¯’v‡bi R.L KZ ?(K) 103.5m

(L) 104.9m

(M) 96.5m

(N) 98.6m

cÖkœ bs - 15| RjQv` ˆZix‡Z Pzb myiKx I †Lvqvi AbycvZ n‡”Q -(K) 1t2t4(L) 1t3t6(M) 2t2t5(N) 2t2t7cÖkœ bs - 16| Slu test Gi Rb¨ e¨eüZ Mould Gi size (top diam x bottom diam x hight)

n‡jv-(K) 10 cm * 20 cm * 25 cm

(L) 10 cm * 20 cm * 30 cm

Page 4: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(M) 20 cm * 25cm * 35 cm

(N) 15 cm * 20 cm * 30 cm

cÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b(L) cÖvšÍ؇q(M) cÖvšÍ †_‡K 1/3 Ask `~‡i(N) cÖvšÍ †_‡K 1/4 Ask `~‡i cÖkœ bs - 18| GK †gMv cvm‡Kj (Mpa) ej mgvb KZ wc Gm AvB (PSI) ? (K) 10(L) 27(M) 100(N) 145cÖkœ bs - 19| Reinforcing steel Gi modules of elasticity, Es Gi gvb KZ ? (K) 29,000,000 psi

(L) 2,900,000 psi

(M) 33,000 psi

(N) 57,000 psi

cÖkœ bs - 20| e¨env‡ii c~‡e© Pre-stressed concrete girder G Pre-stressing tendom w`‡q (K) Tension Zone G tension cÖ‡qvM Kiv nq(L) Tension Zone G compression cÖ‡qvM Kiv nq(M) Compression Zone G compression cÖ‡qvM Kiv nq (N) Compression Zone G tension cÖ‡qvM Kiv nqcÖkœ bs - 21| Timber seasoning Gi D‡Ïk¨ n‡”Q-(K) IRb Kgv‡bv (L) kw³ e„w×

Page 5: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(M) ¯’vwqZ¡ e„w×(N) Dc‡i D‡jøwLZ me¸wjcÖkœ bs - 22| Galvanizing G †Kvb avZzi cÖ‡jc †`qv nq ?(K) wb‡Kj(L) Gjywgwbqvg (M) wR¼(N) AvqibcÖkœ bs - 23| gvwUi fvienb ÿgZv wbf©i K‡i wK‡mi Dci ?(K) dvD‡Ûk‡bi aib(L) dvD‡Ûk‡bi AvKvi I AvK…wZ(M) dvD‡Ûk‡bi MfxiZv(N) D‡jøwLZ me¸wji DcicÖkœ bs -24| AASHTO hvi mswÿß bvg (abbreviation) Zv n‡jv ? (K) All American Society of Highway & Transportation Officials

(L) Australian Association of State Highway & Transportation Officials

(M) Asian Association of State Highway & Transportation Organization (N) American Association of State Highway & Transportation Officials

cÖkœ bs - 25| GKwU Septic Tank G Liquid retention nIqv DwPZ Kgcÿ- (K) 1 w`b(L) 3 w`b (M) 7 w`b(N) 10 w`bcÖkœ bs - 26| Schmidt Rebound Hammer w`‡q concrete Gi wK test Kiv nq ? (K) Tensile strength

(L) Flexural strength

(M) Modules of Elasticity

(N) Non-destructive test

cÖkœ bs - 27| Rwic Kv‡R KbUzi (Contour) g¨vc ‰Zix‡Z †Kb hšÍwU Acwinvh© ?

Page 6: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(K) BwÄwbqvm© †PBb(L) j‡fj(M) w_I‡WvjvBU(N) ‡cøBb †UwejcÖkœ bs - 28| wiwRW †cf‡g›U (Rigid Pavement) ej‡Z wK eySvq ? (K) iv¯Ívi Dc‡ii k³ Av”Qv`b(L) Kswµ‡Ui ˆZix iv¯Ív(M) weUzwgb Øviv Av”Qvw`Z iv¯Ív(N) †mvwjs Kiv iv¯ÍvcÖkœ bs - 29| GevU‡g›U (Abument) wK ? (K) weª‡Ri cvBj K¨vc(L) weª‡Ri cÖvšÍxq mv‡cvU©(M) weª‡Ri b`x ga¨eZ©x mv‡cvU©(N) weª‡Ri mycvi ÷ªvKPvi (Super-strructure)

cÖkœ bs - 30| f~wgK‡¤úi SuywK †Kvb †Rjvq †ewk ?(K) Lyjbv(L) PÆMÖvg(M) XvKv(N) wm‡jUcÖkœ bs - 31| KswµU XvjvB Kv‡R IqvUvi wm‡g›U (Water-cement) AbycvZ †ekx n‡j wK NU‡e ?(K) `ªæZ RgvU euva‡e(L) kw³ (strength) Kg n‡e(M) ¯’vwqZ¡ (durability) evo‡e(N) kw³ (strength) ‡ekx n‡ecÖkœ bs - 32| GK NbdzU B‡Ui IRb KZ ?(K) 100 cvDÛ(L) 120 cvDÛ

Page 7: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(M) 150 cvDÛ (N) 100 ‡KwRcÖkœ bs - 33| 4 Bw cyiæ‡Z¡i (thickness) Avi wm.wm mø¨ve Gi cÖwZ eM©dz‡Ui IRb n‡e ?(K) 150 cvDÛ(L) 100 cvDÛ (M) 50 cvDÛ (N) Dc‡ii †KvbwU bq

cÖkœ bs - 34| GKwU K¨vw›Uwjfvi we‡gi ˆ`N©¨ L Ges we‡gi Dci mgfv‡e we¯Í…Z †jvW (uniformly distributed Load)

cÖwZ GKK ˆ`N©¨ W n‡j, wegwUi m‡e©v”P åg‡K (moment) n‡e t(K) WL2/4(L) WL2/8(M) WL2/12(N) WL2/2cÖkœ bs - 35| 60 †MÖW B¯úvZ (Steel) Gi g~j ˆewkó wK ? (K) AvjwU‡g›U †÷ªs_ (Ultimate Strengrh) - 60,000 wc, Gm, AvB (L) Bqì †÷ªs_ (Yield Strengrh) - 60,000 wc, Gm, AvB(M) B‡jvb‡Mkb (Elongation) - 60 % (N) Dc‡ii †KvbwU bqcÖkœ bs - 36| GKwU cuvP Ub ÿgZvi Uªv‡K Aby‡gvw`Z fv‡e KZ e¨vM wm‡g›U enb Kiv hv‡e ?(K) 200 e¨vM (L) 150 e¨vM (M) 100 e¨vM (N) 750 e¨vMcÖkœ bs - 37| GKwU cyKz‡ii AvqZb †ei Kivi †ÿ‡Î wb‡¤œi †Kvb Z_¨wU Acwinvh© t(K) ‡ÿÎdj I MfxiZv(L) KbUzi (Contour) g¨vc

Page 8: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(M) ‰`N©¨ I cÖ¯’ (N) gvS eivei e¨e‡”Q` wPÎcÖkœ bs - 38| GKwU GKwU Avi wm wm we‡g b~bZg g~j B¯úv‡Z (main steel) cwigvb n‡e t(K) 1% (L) 0.00001 fy

(M) 200/fy (N) Dc‡ii †KvbwU bqcÖkœ bs - 39| AvqZKvi Kjv‡gi UvB i‡Wi ga¨eZ©x `~i‡Z¡i m‡e©v”P mxgv (ACI Av_ev BNBC ‡KvW Abyhvqx ) t(K) Lvov i‡Wi e¨v‡mi 16 ¸b(L) UvBv i‡Wi e¨v‡mi 48 ¸b (M) Kjv‡gi cvk^© g¨v‡ci b~bZgwU (N) Dc‡ii wZbwUi g‡a¨ b~bZgwUcÖkœ bs - 40| 100 eM© wgUvi RvqMvq †nwis †evb †mvwjs Gi Rb¨ KZwU B‡Ui cÖ‡qvRb ?(K) 3200 wU (L) 5250 wU (M) 4000 wU (N) 280 wU cÖkœ bs - 41| GK GKi mgvb KZ eM© dyU ?(K) 1000 (L) 40,000(M) 43,560 (N) 4840 cÖkœ bs - 42| GKwU mvgšÍwi‡Ki GKwU evûi ˆ`N©¨ 10 Bw Ges GB evnyi mgvšÍivj Aci evûi j¤^ `~iZ¡ 8 Bw n‡j mvgšÍwi‡Ki ‡ÿÎdj KZ eM© Bw ?(K) 80 (L) 40(M) 20 (N) Dc‡ii †KvbwU bqcÖkœ bs - 43| mg‡Kvbx wÎfy‡Ri mg‡Kvb msjMœ `ywU evû h_vµ‡g 12 dzU Ges 9 dzU n‡j, AwZfz‡Ri ˆ`N©¨ t(K) 18 dzU (L) 12 dzU (M) 14 dzU

Page 9: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(N) 15 dzU cÖkœ bs - 44| js Kjv‡gi †ÿ‡Î †jvW en‡bi ÿgZv wb‡¤œi †KvbwUi Dci wbf©i Ki‡e t(K) Kjv‡gi AvqZb (Area)

(L) Kjv‡gi ‰`N©¨ (M) `yB cªv‡›Z mv‡cvU© Gi aib (N) Kjvg DcKi‡bi B‡qì †óªs_ (Yield Strengrh)

cÖkœ bs - 45| WªvB fwjDg (Volume) I‡qU fwjD‡gi KZ ¸b ?(K) 1 (L) 1.5(M) 2 (N) 3 cÖkœ bs - 46| 12.5 ‡m.wg. cyiæ 100 etwgt weªK Iqvj ˆZix‡Z KZwU B‡Ui cÖ‡qvRb ?(K) 4250 (L) 4334(M) 5334 (N) 5343 cÖkœ bs - 47| Rwic Kv‡R †Kvb GKwU †÷k‡b †j‡fj hš¿ †bqv cv‡Vi K‡qKwU D×…Z nj|‡KvbwU DPz ¯’v‡bi wb‡`©k K‡i ?(K) 2.25 (L) 3.65(M) 3.75 (N) 3.85cÖkœ bs - 48| GKwU QqZjv wewkó fe‡bi wbP Zjvq cvwbi cvBc wK cwigvb Pvc (pressure) enb G mÿg nIqv cÖ‡qvRb ?(K) 1000 wc. Gm. AvB.(L) 2000 wc. Gm. AvB. (M) 3000 wc. Gm. AvB. (N) 4000 wc. Gm. AvB. cÖkœ bs - 49| hw` r = 12 Ges r/s = 24/y nq Z‡e Y/s = ?(K) 0.5 (L) 2(M) 3 (N) 4 cÖkœ bs - 50| ‡Kvb e¨w³i P gvBj ‡h‡Z Q N›Uv mgq jv‡M, R gvBj ‡h‡Z Zvi KZ N›Uv mgq jvM‡e ?

Page 10: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(K) PQ/R (L) P/QR

(M) QR/P (N) PR/Q

cÖkœ bs - 51| wngvj‡qi Acicªv‡šÍ fviZ I Px‡bi mxgvbv wb‡`©kK AvšÍR©vwZK wmgvšÍ‡iLv †KvbwU ?(K) g¨vK‡gv‡nvb jvBb(L) WzivÛ jvBb(M) †iWwK¬d †iv‡q`v`(N) evi‡jf jvBbcÖkœ bs - 52| †KvbwUi bvgvbymv‡i BKz‡qWi bvgKib n‡q‡Q ?(K) `ªvwNgv †iLv(L) welye †iLv(M) KK©UµvwšÍ †iLv (N) ) gKiµvwšÍ †iLvcÖkœ bs - 53| wmb‡dBb †Kvb †`‡ki †Mwijv msMVb ?(K) Avqvij¨vÛ(L) c¨v‡jóvBb(M) A¨v‡½vjv(N) Avj‡RwiqvcÖkœ bs - 54| RvwZms‡Ni Kvh©Ki fvlv KqwU ?(K) 1 wU (L) 2 wU(M) 5 wU (N) 6 wUcÖkœ bs - 55| ‡Kvb †`‡k gš¿xMb cvjvµ‡g ivócwZi ØwqZ¡ cvjb K‡i ?(K) jy †KøgevM©(L) gvëv(M) mvbgvwi‡bv(N) myBRvij¨vÛcÖkœ bs - 56| eyk nvDR wK ?(K) ‡cÖwm‡W›U ey‡ki evmfeb(L) wewewm Gi Kvh©vjq

Page 11: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(M) A‡óªwjqvi †eZvi †K›`ª(N) ‡fvqv GiKvh©vjqcÖkœ bs - 57| G‡ivd¬U ‡Kvb †`‡ki wegvb ms¯’v?(K) Rvg©vwb(L) d©vÝ(M) ivwkqv(N) myB‡WbcÖkœ bs - 58| CNG Øviv †KvbwU eySvq ?(K)Carbonated Natural Gasoline

(L) Converted Natural Gas

(M) Compressed Natural Gas

(N) Compressed Nitrogen Gas

cÖkœ bs - 59| †KvbwU f~wgK¤ú cwigvcK hš¿ ?(K) AvB‡mv‡dvb(L) wWKUv‡dvb (M) nvBWª‡dvb(N) wmm‡gvMÖvdcÖkœ bs - 60| KK©Uxq I gKixq D”PPvc AÂj n‡Z wbiÿxq wb¤œPvcA‡ji w`‡K m`v cÖevwnZ evqy‡K wK ejv nq ?(K) wbqZ evqy(L) cÖZ¨qb evqy (M) Aqb evqy (N) ‡gŠmygx evqy cÖkœ bs - 61| evqy‡Z m‡e©v”P AvqZwbK †KvbwU ?(K) Aw·‡Rb(L) bvBUª‡Rb (M) Kve©bWvB A·vBW(N) wbw®Œq M¨vm

Page 12: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

cÖkœ bs - 62| ‡Kvb †gŠj Mv‡Q mieiv‡ni Rb¨ gvwU‡Z ÔwgD‡iU Ae cUvkÕ †`qv nq ?(K) dmdivm(L) bvBUª‡Rb (M) cUvwmqvg(N) mvjdvicÖkœ bs - 63| wK‡kviMÄ †Rjvi KwUqvw` _vbvi gmyqvi MÖv‡g Kvi Rb¥?(K) mZ¨wRZ ivq(L) Rqbyj Av‡e`xb(M) m‡Z¨›`ªbv_ emy(N) myfvmP›`ª emycÖkœ bs - 64| ‡KvbwUi m`i `dZi evsjv‡`‡k ?(K) wmiWvc(L) Avwmqvb(M) G¨v‡cK(N) GwWwccÖkœ bs - 65| ‡Kvb gymjgvb kvmK cÖ_g evsjvi ¯^vaxbZv †Nvlbv K‡ib ?(K) wd‡ivR kvn ZzNjK (L) kvn myRv (M) kv‡q¯Ív Luv (N) dKiæwÏb †gveviK kvncÖkœ bs - 66| wbe©vP‡b ‡Kvb †`k‡K civwRZ K‡i evsjv‡`k RvwZms‡Ni wbivcËv cwil‡`i m`m¨ n‡qwQj ?(K) cvwK¯Ívb (L) fviZ (M) B‡›`v‡bwkqv (N) RvcvbcÖkœ bs - 67| evsjv‡`‡ki wØZxq e„nËg DcRvwZ †KvbwU?(K) muvIZvj (L) Mv‡iv

Page 13: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(M) nvRs (N) gMcÖkœ bs - 68| gRyZ M¨v‡mi cwgv‡bi w`K w`‡q evsjv‡`‡ki me‡P‡q eo M¨vm wdì †KvbwU?(K) evLivev` (L) ‡dÄyMÄ (M) nweMÄ(N) wZZvmcÖkœ bs - 69| Ôcvb‡KŠwoi i³Õ Gi iPwqZv †K ?(K) Avj gvngy` (L) kvgmywÏb Aveyj Kvjvg (M) dRj kvnveywÏb(N) ivnvZ LvbcÖkœ bs - 70| ÔniZvjÕ kãwU †Kvb fvlvi ?(K) gvivVx(L) ¸RivwU (M) cZ©yMxR(N) Ij›`vRcÖkœ bs - 71| ÔµxZ`v‡ki nvmxÕ Gi iPwqZv †K ?(K) ivnvZ Lvb (L) ‰mq` Avjx Avnmvb (M) KvRx Bg`v`yj nK(N) kIKZ ImgvbcÖkœ bs - 72| mvayfvlvq †Kvb †Kvb we‡kl c` ixwZ †g‡b P‡j ?(K) we‡kl¨ I we‡klY(L) me©bvg I wµqv (M) we‡kl¨ I wµqv (N) we‡klY I wµqv cÖkœ bs - 73| mKj m`m¨Mb mfvq Dcw¯’Z wQ‡jb- evK¨wU †Kvb †`v‡l `yó ?

Page 14: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(K) ¸iæPÛjx(L) evûj¨(M) `©y‡e©va¨Zv(N) we‡`kx kã

cÖkœ bs - 74| Ônq‡Zv †Zvgv‡i †`wLqvwQÕ Zzwg hvnv bI ZvB K‡i- Kv‡K D‡Ïk¨ K‡I Kwe GK_v e‡j‡Qb ?(K) mycvwi evMvb (L) ‡cÖqmx (M) jvB‡eªix(N) c„w_excÖkœ bs - 75| Ôm›avq m~h© A¯Í hvqÕ D`vnibwU †Kvb eZ©gvb Kv‡ji ?(K) mvavib (L) NUgvb (M) wbZ¨e„Ë(N) cyivNwUZcÖkœ bs - 76| Ôgy‡Zi gZ Ae¯’v hviÕ GK K_vq †Kvb n‡e ?(K) gygyl©~ (L) gyg~ly©~ (M) g~g~l©y(N) gyg~l©y cÖkœ bs - 77| weªwUk GK wewjqb Av‡gwiKvb GK wewjq‡bi KZ ¸b ?(K) 10 (L) 100 (M) 1000(N) GKB mgvb cÖkœ bs - 78| XvKv kn‡i hZwU wbg©vb ms¯’v Av‡Q, cÖ‡Z¨KwU eQ‡I ZZ msL¨K 10 d¬¨vU wewkó evwo wbg©vb Ki‡j 2500 evwo wbg©vb Ki‡j 2500 evwo wbwg©Z nq| XvKvq wbg©vb ms¯’v KZwU ?(K) 25

Page 15: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(L) 45 (M) 50(N) 55cÖkœ bs - 79| GKwU i¤^‡mi evû¸‡jv ga¨we›`y †hvM Ki‡j †ÿÎwU Kx n‡e ?(K) AvqZ‡ÿÎ (L) eM©‡ÿÎ (M) mvgvšÍwiK(N) i¤^mcÖkœ bs - 80| XvKv †cŠimfv KZ mv‡j cÖwZwóZ nq ?(K) 1906 mv‡j (L) 1864 mv‡j (M) 1822 mv‡j (N) 1965 mv‡j cÖkœ bs - 81| evsjv‡`‡k cÖ_g †ijMvwo Pvjy nq -(K) 1843 mv‡j (L) 1854 mv‡j (M) 1862 mv‡j (N) 1963 mv‡jcÖkœ bs - 82| evsjv‡`‡ki gnvmo‡Ki †gvU ˆ`N©¨ -(K) 3144 wKtwgt (L) 3000 wKtwgt (M) 2946 wKtwgt (N) 4100 wKtwgt cÖkœ bs - 83| evsjv‡`‡ki †gvU ¯’vwcZ we`¨yr Drcv`b ÿgZv -(K) 5000 †gMvIqvU (L) 5400 †gMvIqvU (M) 4230 †gMvIqvU (N) 3420 †gMvIqvU cÖkœ bs - 84| wb‡¤œi †Kvb †`kwU Avwd«Kv gnv‡`‡ki Aš©Íf~³ bq ?

Page 16: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(K) jvB‡ewiqv (L) wgmi (M) Mv‡q‡bv (N) K‡½vcÖkœ bs - 85| ‡mvwf‡qZ BDwbqb †f‡½ KqwU cÖRvZ‡š¿I m„wó n‡q‡Q ?(K) 15 wU (L)16 wU (M) 20 wU (N) 21 wU cÖkœ bs - 86| fviZ I Px‡bi g‡a¨ wbiæwcZ mxgv‡iLv ?(K) g¨vK‡gvnb jvBb (L) WzivÛ jvBb (M) g¨vnxgv jvBb (N) I‡Wmv wgm jvBb cÖkœ bs - 87| wZ‡qb-A¨vb-‡gb ¯‹qvi †Kv_vq Aew¯’Z ?(K) cvwK¯Ívb (L) ‡eBwRs (M) g¨vwbjv (N) wmsMvcyicÖkœ bs - 88| KqwU ‡`k wb‡q RvwZmsN hvÎv ïiy K‡i ?(K) 48 wU (L) 25 wU (M) 51 wU (N) 50 wU cÖkœ bs - 89| K¨v¤ú †WwfW Pzw³ ¯^ÿwiZ nq -(K) Av‡gwiKv I ivwkqvi g‡a¨ (L) Av‡gwiKv I Px‡bi g‡a¨ (M) ivwkqv I hy³ iv‡óªi g‡a¨ (N) wgmi I BmivB‡ji g‡a¨

Page 17: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

cÖkœ bs - 90| g¨v‡Wvbv - 43 wPÎKg©wU Kvi ?(K) Rqbyj Av‡e`xb (L) Gm Gg myjZvb(M) ivdv‡qj (N) cve‡jv wcKv‡mvcÖkœ bs - 91| B®úv‡Z kZKiv KZ fvM Kve©b Av‡Q ?(K) 2 - 4.5%(L) 1.5 - 0.25%(M) 0.15 - 1.5%(N) 4.5 - 6%cÖkœ bs - 92| cÖ_g AvaywbK Awjw¤úK cÖwZ‡hvMxZv AbywôZ nq KZ mv‡j ?(K) 1896 (L) 1890(M) 1900 (N) 1905 cÖkœ bs - 93| ‡Kvb mv‡j dzUej †Ljvq †Ljqvi‡`i†`i Rvwm©‡Z bv¤^vi jvMv‡bv cÖ_v Pvjy nq ?(K) 1939 (L) 1942(M) 1944 (N) 1946 cÖkœ bs - 94| ‡KvbwU Kve¨MÖš’ ?(K) KweZv (L) Kve¨ cwiµgv (M) K‡qKwU KweZv (N) evOjvi Kve¨ cÖkœ bs - 95| ev‡K¨i ÿz`ªZg GKK ‡KvbwU ?(K) aŸwb (L) wPý

Page 18: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)

(M) kã(N) eY© cÖkœ bs - 96| k‡ãi ZxeªZv wbb©vqK hšÍ –(K) AwWI †dvb (L) AwWI wgUvi(M)A¨vwgUvi (N) AjwUwgUvicÖkœ bs - 97| Ò‡Ub‡RÓ †Kvb †`‡ki gy`ªvi bvg ?(K) KvRvwK¯Ívb (L) wKiwMR¯’vb(M) DR‡ewK¯Ívb(N)Z~K©‡gwb¯’vbcÖkœ bs - 98| mygvÎv I Rvfvi g‡a¨ Aew¯’Z cÖbvjx -(K) mv›`v (L) gvjv°v(M) nigyR (N) `v`©v‡bwjmcÖkœ bs - 99| ‡KvbwU AsM cÖwZóvb bq ?(K) IBRD (L) IMF

(M) IDA

(N) IFC

cÖkœ bs - 100| gvbevwaKvi me©Rbxb †Nvlbvc‡Î †gvU KZwU aiv i‡q‡Q ?(K) 31 wU (L) 25 wU (M) 26 wU (N) 30 wU

Page 19: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)
Page 20: · Web viewcÖkœ bs - 17| GKwU (Simply supported uniformly loaded beam) Gi m‡e©v”P bending moment nq-(K) gvSLv‡b (L) cÖvšÍ؇q (M) cÖvšÍ †_‡K 1/3 Ask `~‡i (N)